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HomeMy WebLinkAbout3278 Lytton Hall Dr40 W b ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV orAbv. Above FLR or Fir. Floor RA or R/A or R.A. Return Air AC orAIC Air -Conditioner FLR SYS or Fir Sys Floor System RAD or Rad. Radius ADJ orADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF orA.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU or A. H.U. Air Handler Unit FIR DR French Door RECEPT Receptacle ALT orALT, Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft Foot/ Feet REINF Reinforcing BF Bifold Door FTG or Ftg. Footing REQD or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BLK or BLK. Block GALV or Galv. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter IRS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm, Community KIWALL or K/Wall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WDW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam UNO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR Vent through Roof EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ or w/ With ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or WIC or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WDWHDR orWDW. HDR. Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or PH. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proofing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or fin. Flr. Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 08-20-15 1.00 NEW BASE PLAN 12-08-15 2.0 FRAME —WALK REVISIONS 01-04-18 3.0 2017 FBC UPDATES ALL WORD SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES REVIEW DATE OCTE CITY OF ZEPHYRHI PLAN EXi�A1N INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 MAIN FLOOR PLAN 1 UPPER FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 MAIN ELECTRICAL PLAN 4.1 UPPER ELECTRICAL PLAN 5 MAIN ROOF PLAN 6 FOUNDATION PLAN 7 FLOOR/ROOF FRAMING PLAN 7.1 ROOF FRAMING PLAN 8 LINTEL DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS S6 DETAILS ST STAIR DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS D2 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES 1L=OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. '0 V 0 UI Z o — z z z vw CD(u p U — OWV) D-* E C6 U �p m N W E N M _ U � O rS ad 80 L Y ¢ m co Y r� cD Q :' "r m Q ci a N U) goy Z W1. MN�Z z y� W Z p �f2w o _ y cNo — co UWZ t/� �,$[4cN 11 .- p • G7 a,: Ga ©�'Y Q .� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. L NR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com oz LU Z 2L f 4 WTI ao8o _Z� �B�'iW 111 ULLJ N fFWO L < .W z ul O U Z w N �E -° Ol p 0 ;0 00 U Z J J �Lu U moo O U m fV Z Z ¢ NW Z Z io�E y?o!j W "J in T—t t j j Q�SLL,I8 �-Eo w i-- t2 U M Q Z Z �aZ =�ZS © LM 0- g U = o aLu rn SCALE : AS NOTED DATE : 7/29/2019 TECH: SCASEY VERSION NO. 10 O SHEET NO. C S W 0 A I TYP @ 2 S3 S6 STORY H.B. I I j I R&S r CW. BUILDER TO PROVIDE APPLIANCE PROTECTION F - - - - - - - - - - ( I 36"X60" SHOWER z �;� w O O FIBERGLASS I I I W" 1"C•II iv WHEN REQUIRED PER FBCIKcn O N w SURROUND 8'-8" FLAT CLG. j O s4 I I I I I CARPET { 2 6 I I I I Iw I> 2818 3'-4' ■ 14'-9" 3'-4 5'-0" TB I T-T- I 2V-42" 1 1 10 OWNE IS SUITE 9 Ca ; �0 2 CAR GARAGE X 1 1 10 8'-8" LAT CLG. I 8'-8" FLAT CLG. I 0 1 1 1 U- C RPET 2068 .F. 9'- " FLAT 'LG 2668 1 I 10 1 1 10 LI EN TILE (3) 2X4 #2 SPF G I 5 SH o o WI (3)16d S3 I j = I I I O W f I >O I z I-' N 16" DEEP T CP I I I q -J R&S °} I N TYP @ 2 STORY I I L J - T HANSON BOX rPE K I I I r S6 (�/) I @ 36" A.F.F._ IiV . .-- o xDRYER VENT +42" SLOPINGTI' THRU WAL 10oo HALF WALL0LE � 9N 8 I 12 0� EDGE OF SLAB 2"I I I TLE 1 13 -BEYOND WI 3---- WALL = V-4" SHELF 5 fi---- L NOTE: FINISHED _ - u� 14 WALLSTOBEFLUSH. _ OA N TN -- -_ 5 15 -_---00 53 VERIFY IN FIELD. I _ r - -- � 2868 S3 - =" - - 16 -�k 00 N D S3 o _ c 4'-0" 3 �? 2 v I 8 $" LG PATIO I TILE I 0 *' ' p 4'0" 5-8" T-4" 18'-9" 2'-0" 2 '-0I' q1fi'�" iv3-112 co `=-� o (3) 2X4 #2 SPF WI 01 I LOW WALL OR �6'6+ 3068 i ENTRY 1000 'N L I (3)16d TOENAILS 6? zl SPINDLES PER SPEC. r I 8'-8 FLAT CLG. " BASE z 1 0. HDR AT T-4" - FA ILY RM 'I I R/A 8' 8" FLAT CLG. CARPET AN CAFE 8'-8" FLAT CLG. � C7 i O I � I I l I AH q - � NOTE: FINISHED WALLS TO BE FLUSH. VERIFY IN 1 FIELD. -0 TYP STORY IL[ i I _. it r 00 I CARPET `� co I j (�j I O FLEX @ 2 J 00 Ir-_._., I 1 8'-8" FLAT CLG. S6 I ■ 1 III D.W. I 5- H 16" DEEP CARPET I I 80 PANTRY I o (D ui I T 1 EL U) I B N W = I r I o r , I N > 10 ■ 26'-32' _ 4'_ " 12'-44" - lQ U) L6 I 0 10 REF. ' 24 16" DEEP I IJ L.L IWC LL. 1OPT. 24 24 24 � H.B. 25-SH A O � TYP @ 2 STORY S3 S6 2' HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2' FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) - 1 3/4" X 9 114" LVL 2.0E Fb=2600 PSI I i7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2600 PSI H$ (2) -1 314" X 71/4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 112" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 4 X 25 S.H. 13 20X38j 18jX371 S.H. 14 20 X 50 � 18 � X 50 S.H. 15 20 X 63 18 � X 62 i S.H. 16 20X72 184X71 j S.H. 111-12 271/4X26 26X25j S.H. 11-13 27 1/4 X 38 j 26 x 371 S.H. 1 H4 27 J X 50 j 26 x 50 S.H. 11-15 27jX63 26X621/2 S.H. 11-16 27JX72 26X711/2 S.H. 22 37 J X 26 36 4 X 25 112 S.H. 23 37 J X 38 i 36 4 X 37 314 S.H. 24 37 4 X 50 i 36 J X 50 S.H. 25 37 j X 63 36 4 X 621 /2 S.H. 26 37 J X 72 36 4 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 52 4 X 25 i S.H. 33 54 X 38 J 52 J X 37 i S.H. 34 54 X 50 J 52 4 X 50 S.H. 35 54 X 63 52 } X 62 4 S.H. 36 54 X 72 52 4 X 71 j S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. FIRST FLOOR PLAN - Al SCALE: %4'=V-0" General Notes R302.5 Dwelling/Garage Opening/Penetration Protection. Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings Into the garage. R302.5.3 Other Penetrations. Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following:. 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" CA +29.7 / -30.8 © +29.7 / -39.2 +28.3 / -30.8 O +28.3 / -36.4 O +26.6 / -28.0 F +26.6 / -32.2 O SEE SN SHEET HO SEE SN SHEET 40 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +34.0 / -44.8 WALL LEGEND IIIIIIIIIIIIIIIII - •• TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "A1" 1ST FLOOR LIVING AREA 1793 2ND FLOOR LIVING AREA 1103 LIVING TOTAL 2896 GARAGE 437 FRONT ENTRY 26 TOTAL AREA 3359 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 1 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) Ou O U' z_o to z Q J n.. U) z tr7) C9 w O w C N = m F- O ft5 '- o ti FM po LIJ F- U N N.-88 M _ , U O O N L� o C o 3 flo Qrn co ¢ a B D• N -C� r11� f N N Z goo a o U) LU H NooZ w z C yr � M w CV, uS _ vi ''r' Z LU W > E_ O¢a� 42 U) LL �n U F �;} `° vtM F 11. ." Q To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. L E N NA 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com SZ to tu �Z80 Co O at a zR� L cu rr } 8 � O Z IZ o �3 z QO = M W W 00 N T US O O P o �05 jz-M2 J Q �In'In a �- $o�� z Z o, ,--I r a 2, tz LU W W z ¢ �i LU4a re)Q M Z I--. a p o m In Z g Lu = 1p 0 SCALE : AS NOTED DATE : 7/29/2019 TECH: SCASEY VERSION NO. 3 ■ 0 SHEET NO. 1.0 ., r- I q I � I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I L_ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ - _ _ _ - _ _ _ _ _ _ - _ _ _ _ _ _ _ _._ _ _ _ ._ 22 D1 TYP @ 2 STORY J S6 5 D2 �j 29'-6" 29'-0" 2'-6" 6 26-6" 01 TYP @ 2 STORY 3 3 D2 D2 OJ 25 SH S6 EGRESS H1 I D2 li I I I I ( I ti 00 1 05 01 00 N I a Cci O to N 12'-4" 60 2'- ' 2' " 1. I 12'-0" 1 1 U) W Ir C7 I CARP I 4 SH 12" DEEP � 1 w B D ROO M 3 LINEN I L 8'-0" F8L� B E D R 2 2468 B.F. " FLAT LG. 8'-OCA N PET T-4" 5'-0" 3' 4" 8'-8" 2668 2668 I R&S 'r FIBERGLASS° W. 1. C ih SUR OUND 0' aQ Xm H ca � 18'-0" FLAT CLG. 10 II CARPET (0 M - 1 12- - - - 113- -- _ I 4 I 15 0 _ _ j 16-- - 2668 �'--ar'� T G. M�U ; �I N ARPET FLAT CLG. BE8D I OOM 4 ' 8- - - N 7--- 6 _ 5 8B 'FL 4 3- d\� 2 +42" HALF WALLI N a I o �l c� ti 0 0 01 0 -I 4'-0" T-4" 5-10" T-10" 12'-0" CARPET 8'-0" FLAT CLG1 LOFT60 00 rT" M I 13'-2" 2'-8" 1 T-8" Fo ( 1 1 I I W I I � w Ca I I I 0:I C? I I LO CARPET 8' " FLAT CLG. I BE I ROOM 5 ' 25- 6 H2 D2 3H 3 J 3 \_J D2 S6 D2 TYP @ 2 STORY 6-7" 22'-11" 29'-6" /-Q O TYP @ 2 STORY J S6 T I TYP @ CORNERS U.N.O. 0 LO HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 112" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) -1 3/4" X 9 1/4" LVL 2.0E Fb=2600 PSI H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2600 PSI H$ (2) -1 3/4" X 7 1/4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required *VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS 140C EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'-0" 2x4 SYP #2 16" O.C. SPF #2 9'-0" 2x4 SYP #2 16" O.C. SPF #2 >9'-0" 2x6 SYP #2 16" O.C. * IF WITHIN 4FT OF END ZONE, USE DOUBLE STUDS AT CORNERS ** WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT "* SEE C/S6 WALL SCHEDULE WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 4 X 25 S.H. 13 20X38j 184X37i S.H. 14 20 X 501 18 j X 50 S.H. 15 20 X 63 18 4 X 62 i S.H. 16 20X72 184X714 S.H. 11­12 27 1/4 X 26 26 X 25 4 S.H. 1H3 271/4X38 26x371 S.H. 1H4 27 J X 501 26 x 50 S.H. 1H5 27 X63 26X621/2 S.H. 1H6 27 X72 26X711/2 S.H. 22 37 J X 26 36 j X 25 1/2 S.H. 23 37 J4 X 38 j 36 4 X 37 3/4 S.H. 24 37 J X 50 1 36 4 X 50 S.H. 25 37 q X 63 36 4 X 62 1/2 S.H. 26 37JX72 364X711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 52 4 X 25 i S.H. 33 54 X 38 j 52 4 X 37 i S.H. 34 54 X 50 j 52 4 X 50 S.H. 35 54 X 63 52 X 62 j S.H. 36 54 X 72 52 X 71 j S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection. Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. R302.5.3 Other Penetrations. Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 112" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3, Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" OA +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 +28.3 / -36.4 OE +26.6 / -28.0 +26.6 / -32.2 OG SEE SN SHEET 1/(_LJ�JSEE SN SHEET MPH mmim NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +34.0 / -44.8 WALL LEGEND TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "A1" 1ST FLOOR LIVING AREA 1793 2ND FLOOR LIVING AREA 1103 LIVING TOTAL 2896 GARAGE 437 FRONT ENTRY 26 TOTAL AREA 3359 INSULATION REQ. LOCATION I R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED SECOND FLOOR PLAN Al EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) I GARAGE SEPARATION I R-11/R-13 KRAFT FACED SCALE: %4."=1 r-Orr (GARAGE / LIVING) 00 C9 V ;z CD zC0 Z� CC a to 0 v w f'6 p •U W 0LU Cl) C:)m W r- $ NM E a co S aj 0 C) o a "- o ib t� n iz ¢6 LoCL� rn ¢ d • � N O N z O O N W Z MM�Z � z NU) Uj W ./�/ A-` C If ~O W ce W NamLU 0) Z N 2 o cc C N [Q LL Z i�ffB� J < Cam` Q` - �"� CN e'®\ ���• To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com oz zza W'49 M �z00 zWg �QQ�z A / 1 V W W N L z CL Itz 0 r0 � z O z g Z C: \� ILL 4 -0 0', 0 z 0 :0 00 z a j W U = 00 N N 000 P � 1= U-y I- W x •+ N gaOZ_< a d- c �ozo z z dl F'2� J ��-{ � � Z a =az� ga0 M Z S o 0 � � _ �z � ,--I a V o SCALE : AS NOTED DATE : 7/29/2019 TECH: SCASEY VERSION NO. 10 0 SHEET NO. 1.1 V. Q r 0 co MIRROR I FIN Fn 11 7 LF Lill I,] OWNER'S BATH 0 60 O CV O M KITCHEN ISLAND r SEE PLAN FOR LANDING DEPTH I MIN. (3) 2x STUI @ END OF LAN BELOW HDR. B STANDARD (3; STRINGERS w SIMPSON A35/ MP34 CLIP TO FLOOR SYSTE LANDING FRAI (2) 2x HD REQ'D @ LANDING STRINGE CONNEC PLY SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES 2x8 #2 SYP JOISTS @ LANDING @ 16"O.C. w/ SIMPSON A35/USP MP34 OR LUS26 HANGER ON EA. SIDE MASONRY OR WOOD WALL, SEE PLAN 2x8 #2 SYP (P.T. IF MASONRY WALL) CONTINUOUS LEDGER w/ (3) 16d NAILS @ 16" O.C. MAX. TO EA. STUD. ((2) 1 /4"X31 /2" TITENS @ 16" O.C. MAX. FOR MASONRY WALL) GENERAL LANDING FRAMING INFO. SCALE: N.T.S- 9'-0" MAX LANDING LENGTH KITCHEN BATH 2Ll i OPT. 11 1 X 0 0 II J---- ■ all ) 00 U)oc co X rLENNAR i 10 THRUST BLOCK SECURED TO SLAB w/ 1/4"X31/2" TAPCONS @ 16" O.C. KITCHEN 0 00 CV G ih INTERIOR ELEVATIONS STAIR CALCUTIONS: TOTAL RISE = 10'-0 3/f (16) RISERS AT 7 9116 10" TREADS w/ 1" NOSING Stairway construction shall conform to the FBC Residential 6th Edition (2017) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 318 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings: The radius of curvature at the nosing shall be not greater than 9/16 inch. A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways with solid risers. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch between two stories, including the nosing at the level of floors and landings. Beveling of nosings shall not exceed 1 /2 inch. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wail shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311,7.8.3. Guards: Guards shall be located along open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed accessible space under stairs shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. SCALE: 1 /2"=V-0" STAIR SECTION SCALE: 1 /2"=1'-0" OWNER'S BATH 0 60 O CV O M KITCHEN ISLAND r SEE PLAN FOR LANDING DEPTH I MIN. (3) 2x STUI @ END OF LAN BELOW HDR. B STANDARD (3; STRINGERS w SIMPSON A35/ MP34 CLIP TO FLOOR SYSTE LANDING FRAI (2) 2x HD REQ'D @ LANDING STRINGE CONNEC PLY SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES 2x8 #2 SYP JOISTS @ LANDING @ 16"O.C. w/ SIMPSON A35/USP MP34 OR LUS26 HANGER ON EA. SIDE MASONRY OR WOOD WALL, SEE PLAN 2x8 #2 SYP (P.T. IF MASONRY WALL) CONTINUOUS LEDGER w/ (3) 16d NAILS @ 16" O.C. MAX. TO EA. STUD. ((2) 1 /4"X31 /2" TITENS @ 16" O.C. MAX. FOR MASONRY WALL) GENERAL LANDING FRAMING INFO. SCALE: N.T.S- 9'-0" MAX LANDING LENGTH KITCHEN BATH 2Ll i OPT. 11 1 X 0 0 II J---- ■ all ) 00 U)oc co X rLENNAR i 10 THRUST BLOCK SECURED TO SLAB w/ 1/4"X31/2" TAPCONS @ 16" O.C. KITCHEN 0 00 CV G ih INTERIOR ELEVATIONS STAIR CALCUTIONS: TOTAL RISE = 10'-0 3/f (16) RISERS AT 7 9116 10" TREADS w/ 1" NOSING Stairway construction shall conform to the FBC Residential 6th Edition (2017) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 318 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings: The radius of curvature at the nosing shall be not greater than 9/16 inch. A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways with solid risers. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch between two stories, including the nosing at the level of floors and landings. Beveling of nosings shall not exceed 1 /2 inch. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wail shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311,7.8.3. Guards: Guards shall be located along open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed accessible space under stairs shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. SCALE: 1 /2"=V-0" STAIR SECTION SCALE: 1 /2"=1'-0" Z M ® O Z N Z Q IC� Z ' 16" x 30" F4 GABLE END VENT 8'-0" RIDGE VENT 1" x 4" SMOOTH TEXTURED 12 I TRIM / BAND 5�� I I 6" FASCIA (TYP) I T.O.P. HDR HGT. �too BO 12 �5 COMPOSITION SHINGLES ROOF INSTALLED AS PER MANUF. SPECIFICATIONS 12 5 25 SH 25 SH TEXTURED TRIM / BAND DECO CORBEL HIJ 1 X 8" SIMULATED TEXTURED WOOD FINISH CEMENTICIOUS FINISH ON C,M.0 E F5 12 5� 1 FRONT ELEVATION - Al 12' RIDGE VENT 1'-21" 4 T.O.P. -------------------- -- — ---- — — — — — — ------ — ---- — ------------------- — ------------ 4' RIDGE VENT _ HDR HGT. ------- — -------------------------------------------------------------- —r --- fl r� 11-0 12 5� ti 25 SH CJ ----- 2nd FIN. FLR., ----------------------------------------------------------- -----T.O.M. CJ / WEEP -------------------------------------- 1'-010 2'-0" TEXTUREDr CEMENTICIOUS r` FINISH ON C.M.U. 25 SH (TYP•) ---------------------------------------------------------- ----- —-----F.FL. 1'-8" 1 GABLE END VENT SCALE: 3/4"=T-0" 0 LEFT ELEVATION - Al General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION *'"G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. 'ELECTRICAL SPECIFICATION NOTES*" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063, R703.7.2 Plaster. Plastering wl portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 11300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN - (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SQ. FT. 0 O UI Z M _ o � r% z N (9 � N w •U w O E � 1lJ o ti m M �— 8 Mal N `� v = (6 U Q p N ,� 00 Y O Qm t o Cc C,d0 �2L M Q o B D. N C B D C .Nr N N� N o rn Z W °'N�' i U) W' za LL W W V >.E_ L C ' N W Z �� N 2 O Z yM LL W�,it 0/ ca J .FDSENci-c Gl" CJ . 3D SL : U L' �. O� a f AROF ESS�0 �t To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com Z �o za (%) w < 0: z �zo00Q O z 0 Z Z ^ o�i�o U171n UJI J LL z z Z I.i. L U a z u M � Q W U = oo N a z� W �F-O O UJ ra< LL W ZC., Z •—+ 0 ��o � J TLr)i tii LL! Ud zo ~�o $ M Z Z o o m I� f1 Z W In z �LU V o SCALE : AS NOTED DATE : 7/29/2019 TECH: SCASEY VERSION NO. 10 0 SHEET NO. 3.1 RICO cO M� r • T.O.P. HDR HGT. 2nd FIN. FLR. — T.O.M. _ F.FL. 12' RIDGE VENT 12 5� 12 i F-0" RIDGE VENT 12 �5 -- T 12 5 " —EXTENDED OVERHANG TO BE CENTERED ON DOOR 25 SH ------------------------- COMPOSITION SHINGLES ROOF INSTALLED AS PER MANUF. SPECIFICATIONS T.O.P. im _ 2nd FIN. ---------- FLR. T.O.M. .�--------- 1 F,FL. -I00 7>D co REAR ELEVATION - Al SCALE: 1 /4"=1'-0" RIGHT ELEVATION - Al General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES'"* ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering wl portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior wi ndow/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation T Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/15D of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. **CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN** (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA I LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. 00"u y cu UIr z M O z&0 z� a 4> cn 4--J w •V — O w N 8 .� U � od m w E r —8 a: m 01 M `-0M _oii WINa O`oo L?� rL� 0 0 ¢M n o rn Q d ®•M�� .fir N o rn oNo L _ ���„aoz w z �� w� -' � w W N n p" W W �I Z45 N) ow l Iwo ca a H LLZ a"ca W C4 i� \NJ%11111l11 k\\ ZZ .•�,�SE a •� ® �� ••M �`E U�0. i �$••�• F L® • • 4 ®®_1, ��OcESS\ox \\ ®'/����lrlill tiI16i1'�l���l To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 0z 0 uJ za r- z 0 WQ�� 0 �z0 OocQ� t�RZ O W W ro 8 m�© z z ^ UJ i 0 /~��J V o. z 0 � Z a J J U = � < 000 u <�1 J< W WpmLt 21 N z<aa Soho z � z W +-4 In lJJ eat j uz —I r-I LLI Fm Un �2 v a a I\ M L Q Q z F ado M z � boo m 0 z = a SCALE : AS NOTED DATE : 7/29/2019 TECH: SCASEY VERSION NO, 3 ■ 0 SHEET NO. 3.2 VARIES 1'-10" 12' CAP CAP 2n r 2" *NOTE: N FOAM TO BE USED 1"RADIUS "o ONLY WHEN ^ 3 1/2" RADIUS 1/2" RADIUS rM REQUIRED BY s 00, COMMUNITY _ V- iv 00 SPECS. IF NOT, � iv 3/4" RADIUS 4 to DETAIL TO BE 1" 2" OPENING VARIES 2" > 2 BUILT W/ STUCCO. 1/2" RADIUS a EDGE OF 1" 4" VARIES �;,� �IN 1'-0" 0 j• OPENING r VARIES 1,�„ z o 0Wa q 22" VARIES z CO 1-4 z 4d M j2 VARIES j" j' ¢ 1 1/2" RADIUS r — 4" 41" 2" U) zC: 4" r 2 1/2" RADIUS V) 0 3a 4" - 4- ! cn in w Mid � M CO O LULn H C VARIES 12 32, C14. co `93 m 3 „ _ _ -P 1" 1" BASE BASE m N SIN 2 2 M 3„ j'_g' r— E rn m m 4 min— $ cL v CO r _ N `p M t d- 00 co 4 I • C o M Q o o ¢ o �CN , x c ""c *NOTE: VARIES BID. N� w_e $„ 2„ 2 10 FOAM TO BE USED 3„ ONLY WHEN REQUIRED BY a :- ui o U) COMMUNITY 1'-6" j CO � `W r M C SPECS. IF NOT, �N 1" 1'-4" W Q rn DETAIL TO BE 1' 2 OPENING VARIES sk 2 2 _ —_ I� Ck LLIZ O ZOE EDGE OF U � Q z BUILT W/ STUCCO. 24„ N 0 46 �w • , LLZ 44 ' OPENING - W a N" o U o ' WWW.FDSENG.COM 1-1/2" THICK 1-1/2" THICK '1011 o CV M 10" 24„ iN o 'la r �1 GO - IN �I<h M + 4" 6" cn W f„ 2„ 4„ 3" 2„ 2„ iv W °IN 2 N Q Q M 1-1/2" THICK 1 To the best of the Engineer's knowledge, Information and belief, 32 the structural plans and specifications contained within these 17 2t" ng Code - Residentialcomply 6th (Edition. Engineer's er's signature nat Ireland seal Is only for 4 rIN 9 9 Y M the structural engineering portions of the drawing pages bearing -Itr 2'_4„ j -10 Engineer's signature and seal. 51„ 1'-4" 3" c° L E N N A R 4 � N o z 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 4„ 1" 12 T- VARIES VARIES www.LennarTampa.com w 22' � SIN C7 Z VARIES VARIES w 4" 8„ z¢ _ } a r--------- 6" 4" KEYSTONE F11 b KEYSTONE F11 °0 a o iv N �� a OPTIONAL OPTIONAL g Ce ¢¢r rZD `° 3„ 0 o 4" GARAGE DR. OPENING 4" 3 a 4" WINDOW OPENING 4" 4" �� w " o n z NOTE: j 0"Lu 2 � 'M 2 • INSTALL OVER STONE, TYP. < Z • FIN. TO HAVE TRADITIONAL VARIES • LOOK & SMOOTH FINISH ' • • • FOAM/ EPS MATERIAL IS :3 (— ACCEPTED 2: o o :0 00 g NOTE: _ • FIN. TO HAVE TRADITIONAL LOOK & 1 4' U MM W SMOOTH FINISH j 1'-" 14" 12' s, 2 -jt W W 'o 0 0 2" • FOAM/ EPS MATERIAL IS ACCEPTED 4 1''j2 S4" T-8„ 7" N X 9 Wo 4„ 3�_0„ 4„ W J r ��a rF• FO�a' � � V 00 `O N INN Z ° � iv W Ln LU �� �o Uj Q $ co J r� < z r M Q Z �z LM Z A z 0 = a z N � SCALE : AS NOTED M M DATE : 7/29/2019 ,per TECH: SCASEY 1" R70„ - j, VERSION N0. _ 1„ 2 10 N r,N 1'-j" 1" GENERAL NOTES: SHEET No. ' M E • 1.5 LBS DENSITY STYROFOAM r • POLYCOAT (HARD COAT) F1 • ACRYLIC SAND FINISH ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. POWER CO. INTERSY' BON TERMINATIOt NEC 14, 250.94—/ 200A INDOOR PANEL CENTER CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. opperto lights & outlets upper to 20 amp ckts copper to WH copper to Dryer i Alu GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC, 406.11 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY FEF DUPLEX CONVENIENCE OUTLET PEPP DUPLEX OUTLET ABOVE COUNTER WP WEATHERPROOF DUPLEX OUTLET GFI GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET I SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH _T4. FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE +PC LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE Q EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CO CARBON MONOXIDE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) ® TELEVISION (OPTIONAL) ® 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. [� THERMOSTAT ELECTRIC METER _a ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN G J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR L T J OPT. CEILING FAN GD (1) PHONE LINE, (1) DATA PORT RECEPT. FOR ALARM SYSTEM VERIFY METER LOCATION WITH Ql Ill I1Co AS SECS --ENTRY MAIN FLOOR ELECTRICAL PLAN SCALE: 1/4"=V-0" 0 0 Z M Z CN Z Q d Z Ln 0 Q)C W V — O LU _(D Lh c) U o� COW N F— E Q1 M a ch U s I.T. Qrn O Y � co rn�v M Q d B :D. N N O (V a ti ., &U "� M � Z W Za U) s w 3 1y a, o fil Lu 'aaj N w � W E V � 22 Z c Q a� O N o�0 LL Z e W Q Q) o� Q o WWW.FDSENG.COM Li Li rn 0 ch ti 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. L N AR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com Z Lo Lu Za F Z Q w¢�tr oQ80 ZW ZZ€ J go! °D ' ` v a V O1�o vw© m < i. Z o W Z g I..L Z J 3:: LJJ 0 0 00 w O"' N O o�z 0 ILL Z wi7ma 0 Z< ' ` AA 'u w � cl� Q gOU-2 Z Z '" I wo�P v' it ri J r-11 Q LJ.! Q Z < Z o $~o Z M Z t R o 0 im LM �Z[ = a g � ,—1 CL Ito s SCALE : AS NOTED DATE : 7/29/2019 TECH: SCASEr VERSION NO. 10 0 SHEET NO. 4.0 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC, 406.11 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station cc alarms or UL 2075, gas and vapor detector sensor, according to the installation, 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET PqF DUPLEX OUTLET ABOVE COUNTER PE�WP WEATHERPROOF DUPLEX OUTLET OGFI GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET FIZZW SPECIAL PURPOSE OUTLET 171171 DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH j3 THREE-WAY SWITCH 14 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE {-O WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE +PC LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE Q EXHAUST FAN ;Q1 EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CO CARBON MONOXIDE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) ® TELEVISION (OPTIONAL) ® 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT It] ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G T J OPT. CEILING FAN w (1) PHONE LINE, (1) DATA PORT POWER CO. INTERSYSTEM I I'" BONDING u 44 GROUNDING WIRE TERMINATION PER WITH CODE APPROVED NEC 14, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. -------------------------------------- I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I i I I I I I I I I I I I I I I I I I I I I I I I L— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — UPPER FLOOR ELECTRICAL PLAN SCALE: Y4"=1'-0" ll ® IJ 0 z z° z� Q a Ln (D Q) w �U — O w ITO ~ i� o tCT U w o� m Q)M E p ' ^ U cC�6 ',2- M 7-9? i Ooo �a- U < c00 oo C Q o 6 M ¢ o A N `O ♦/� O � � v�i N Z � Z Z LU w z H Cc ALL w LY 91 a a > �LU Z V S�� a Vi 4 w0 Doti", co Z LLZ W Q N¢ M A o) o WWW.FDSENO.COM 0 rn 0 CV a 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com z �o z 0- Z f Q Weir zoo w gW�© n U m L. a o CL au ZZ DC ~ Z W J L N L1J 0 "- g U = 00 O 0 N o L L Z O ad (V < ww � <L ce- Q o U-o Z Z " J�..� W Q L1.! < Z a Z a ga'< <z M 16 Z cc)Z o, Z S ,� =uj C a V-4 a o SCALE : AS NOTED DATE : 7/29/2019 TECH: SCASEY VERSION NO. 10 0 SHEET NO. 4.1 ATTIC VENTILATION CALCULATIONS - Al ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation ( See Elev) required needed required soffit by upper needed ventilators Main 4,000000 2.000000 Floor 1080 1037 148 518 37 259 336.0 60.0 276.0 (Zone 1) Main 0.0 0.000000 Floor 16 15 2 8 1 4 0.0 0.0 (Zone 2) 0.0 Upper 16.000000 0,000000 Floor 1166 1119 160 560 40 280 240.0 (Zone 3) 240.0 0.0 "NOTE" GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. ROOF PLAN SCALE: %4'=1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components, Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN -- (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SO. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. 0 OI Lai Z M _ Z cC)COy z 0") z <n w �U — O w o �� M v m9ti N ~ 8 N faa M 'O /= N O 2 V— �C ¢ o, OHO O Y 1� rn¢ d s ID N-C•H D C T.? e Y�O O N d o d Z W �mco z U) �r Im w 701414141 ame 4 O tF i •. Q O U �y5W —° )VV.WW.irD;S FLU • \. ,D ��`�flF . .. to \ W01(ift 110% i. 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 ( Tampa, FL 33607 www.LennarTampa.com oz �Q za h t ¢ r480 z Q in v Y J y� p W Com OK W N LU 1011, L Z O Z Ln 3: O ) ¢ J W U =00 ---� Q_ ooz o N ,.L �Yr I on 0 O I~IH �Qa N A z<lz; Z¢ Lu Q o Z 5 zo J I.I. U M Q z LU a¢o Z Z y�j �o� min O 2 �UJ rn r-+ a V) o SCALE : AS NOTED DATE : 7/29/2019 TECH: SCASEY VERSION No' 10 0 SHEET NO. 5.0 c c d A TYP @ 1 S3 STORY 1 1 56'-68' 2'-6" x 2'-6" x 1'-01, W/ (3) #5's E.W. J TYP @ 2 S6 STORY E H.B. III, II, II■ II, III, .. II, . . . . . . . . . . . . . .. . ■ II, II, II, - CO 1 110 CD} I O (2) #5 REBAR I -1 O.-U I I : VERTICALS w/ in FILLED CELL I I ' 15-74' 6-32' My I 121'-22' 2 STORY bo : M .. Ti � K I u' 15' 1.1 a 4'_543" 00 51 S3 I — CJ : : o — CJ I} oo;:•: o :: S3 _ N I �N CJ - - TYP @1 STORY — — � A 1I W �-31/2" SLOPE, LO S3 INDICATES FILLED CELL w/ 3000 PSI I CONC. GROUT FROM FT. TO BEAM W/ (1) #5 REBAR VERT ABOVE SLAB TYP I @ ALL PLACES SHOWN HOOKED FTG. { } I } I OPT. DI I DOWELS 5" EMBED W/ 25" EXT. I :: I ABOVE SLAB "GRADE 40 STEEL" ..::... I °p 1:: 1 I I I .. I G S3 I I: 2STORY CC (2) #5 REBAR ' co G S3 VERTICALS w/ in FILLED CELL I o r I —CJ —CJ I S3 L-- --- -- I -- ---_ —I r tDOORI 2'-6" x 2'-6" x 1'-0"1W/ PROVIDEY2"x9" 2'-6" x 2'-6" x 1'-0" I 27'-2 " I 3 EW ()/ 1RECESS FOR FRT 19'-2z2'-0" ( 2'-0' W/ (3) #5's E.W. (TYP. OF 2) o I S3 I I SLOPE C� L I- 1v bo cn u' I -31/2" I PROVIDE 1 Y2" RECESS FOR SGD. REFER TO 10'-0° 1 KITCHE 10'-42" 2'-34' 3'-4" I g'_9j" TOP OF CONC./ PAVER TO BE 4" : ■ 3 1/2"� S3 — — — I MASON'S SLOPE FOR WALLSISLAND LOW _ __ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ s j _ -• • BELOW FIN. FLR. ;� ■ WIDTH I j 1 CHASE TO ', - .. 1 • r �-J.ISLAND T STEPS AS PER FIELD CONDITIONS I . _ y ; 1 L p I Fo-1 _ STUB UP TO _ R 2ND FLOOR FOR A/C 1 4'-0 C CJ Tj - - - - - _ rr HVAC CHASE III q ........ ........�. .?. c> : I 0'-0 ■ BASED ON 3-1/2" MIN 3000 PSI CONC. SLAB FOR M 1 LOCATION HERNANDO COUNTY ONLY- 3-1/2" MIN 2500 PSI CONC SLAB OVER 6� : • .. N MIL VISQUEEN VAPOR BARRIER :: HVAC CHASE0 I in : BASED ON I : �+ 0I LOCATION --- --� --- -- ------------t d ■....... ..... ....... ......:.. .........:N . ...... .......M... .. ..... ..:... ...........:. ■ H.B. q TYP @ 1 S3 STORY 4'-11" _ 2'_221 - 21-52, 4'-6" 4'-8 2'-6" x 2'-6" x V-0" W/ (3) #5's E.W. '-101, I. 4' 1-STORY ' 2-STORY ti FOOTING F(RAKTM11W, ' J TYP @2 S6 STORY FOUNDATION PLAN. SCALE: ..,,..a. NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "I"OF THE FBC 6th EDITION (2017) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING VWUF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN CL CONTROL JOINT DETAIL SCALE: 3/4" = V-0" #5 CONTINUOUS . • �• , .,• ",- REINF. SEE FND. FOR " QUANTITY •' #5 X 25" X 25" CORNER BAR ONE FOR EA. • •- HORIZ. REBAR, TYP. •. , . , '• .. , • U.N.O. - •. •. - "Alternate: The reinf. bars shall be • •. ' • •. cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" (!� 0 L lvii�� M O O z Q J U V) C9 � w t"a p .O w 2 a w/ m M CO LLH E p (1)M m M CU co >J r 6 I 0 c4 .c — co w LY Q IT OYI� sty v ai Q Ci A ® ®® NC-BDC .-.-• - C D rn M O) 00 oN � o Z WC-1 a U) sU!! MOOoz W Z C2 W 'Q� Ck rnLL C LLZ 4 z kowftz'::� v.Fj�S•• •. ""�"�' a J ` W o, �Iel z U� � \40 j •'. F •. FESSk ` \4� � Fl41jittEttltt�i�� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 5z Wo w¢ x z �fl4o zz C SO boo w z rao Oho W N U / \ O W z L cu --- < o zz QZw N z z Z O V ( l l.. J W o N O z0 000 x<U� J W�ma 1H-, o (V Z<Z< z Q ago, z �l rI �o o W �''10!i W L1i L lAJ Q 0 ¢ z o M Q Z z e¢o �' 0 0 T � C O (� 4z Lj V / 0 SCALE : AS NOTED DATE : 7/29/2019 TECH: SCASEY VERSION NO. 10 0 SHEET NO. 6.0 y✓N U U U 2 A ro S3 ro (2) TYP @ 2 STORY S6 CJ1 N CJ3 7 1 D1 1 CJ5 � a 2 DZ CV 0 FTF7 ILL X —n— / 1 / \ 5 �� W \\ D2 W 04 0 1--1------- LL. � --- -- ----- -- — __14 ---- -----_ 115 __ 116 — — — — — FT8G Q 1 1Eb 1 W X 1 7 � 1 �, W D1 0 ¢ Q CDQ Q Q Al co LO U_CJ5 ILL U FTF1 FTF1 —40 FC03 I- ". 1 1 1 J a N_ CV 4 C c FT1GE r U U U 2 A �GTYP. J Iyv(_a)ZJIUHY S6 -0 @ 24" O.C. iy UPLIFT CONNECTION CROSS-REFERENCE 7/31/19 MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP .SPF A HETA20 1810 9 - 10d x 1 1/2" HTA20 1615 1585 10 - 10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1615 1585 10 -1 Od x 1 1/2" C H2.5A 600 535 10-8d RT7A 670 565 10 - 8d X 1 1/2" D H3 455 320 18 - 8d RT3 610 525 8 - 8d X 1 1/2" E META20 1450 7 -10d x 1 1/2" HTA20-18 1400 1400 10 -10d X 1 1/2" F HHETA20 2235 10 - 10d x 1 1/2" G H10A 1340 1015 18 - 1 Old x 1 1/2" RT16A 1380 1160 9-1 Od X 1 1/2% 8-1 Od H HTT4 3610 3105 5/8" ANCH. 118 10dxl-1/2 HTT4 2715 5/8" ANCH. ! 20 10dx1-1/2 J HTT5 4350 3740 5/8" ANCH. ! 26 10dxl-1/2" HTT5 3225 5/8" ANCH. /(28)10dx1-1/2 K HD313 * 3130 3050 5/8"DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L HD5B * 4505 3785 5/8" ANCH. 3/4" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N LUS26 1165/1070 ** 1005/915 ** 8 - 10d x 3" JUS26 1115/1060** — 8 - 10d P HUS26 1550/3335 ** 1335/2820 ** 20 -16d x 31/2" HUS26 1925/3295 — (20)16d x 3-1/2" Q HUS2$ 1 2000/4220 ** 1720/3125 ** 30 -16d x 3 1/2" HUS28 2570/4345 — 30d -16d x 3-1/2" R MTS12 1000 860 14 -1 Od x 1 1/2" MTW12 1195 1005 14-1 Od x 1-1/2" S MTS16 1000 860 14 -1 Od x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 1000 860 14 -10d x 1 1/2" MTW20 1195 1005 14-1 Od x 1-1/2" U MGT/MUGT 3140 3140 22 -1 Od X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1850 1810 (16)1 Od NAILS AND (5) 1/4" x 3" WEDGE BOLTS ^}{" HTS 20 1450 1245 24-10d X 1 1/2" HTW20 1530 1285 24-1 Od X 1 1/2" SP1 585 535 10-10d SPT22 1 685 18-10d SP2 1065 605 12-10d SPT24 1030 12-10d 645 555 12-1OdX11/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS USP CIA-7000C NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS ++) (e) t6) (A) (' 11 ') (+ 1 OR 2 PLY CARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6'? *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ('.). (B INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (8) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (6) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. RI STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 OR p PLY CgRRIER—J (A) INTERSECTIONS. SPLICING / 2 x CONT LEDGER TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS 1. (2) 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW TYP @ INT. BEARING U.N.O. STRUCTURAL 2x STUDS SEE PLAN SHEATHING (SEE TB13 FOR INFO FOR NAILING INFO.) o PLYWOOD 2x6 CONT. W/ (2)-12d NAILS @ EA. TRUSS /IF 2x CONT. W/ (2)-12d CANTILEVER NAILS @ EA. TRUSS--- FLOOR TRUSS 2x4 CONT. RIBBON W/ (4) 16d NAILS @ EA. TRUSS 2x BLOCKING W/(2) -12d NAILS @ EA. END SEE PLAN TRUSS BRIG. ., ONNECTOR AT EACH TRUSS, 8d NAILS @ 24" O.C. A SEE PLAN TO BLOCKING LINTEL SEE PLAN SHEATHING CO3 CANT. FLOOR TRUSS CONN. SCALE: 314" = l'-0" MAIN FRAMING PLANT SCALE: =� 7 CD V ,gloom M — o z(0 Q a. z C: V) UI n c � DU w �_ p — O LU m t- N o (a o CO m L1J E — 8 N M ��M _ U o o �' U_ C iu Q M .� o 2 00 M Q o B D. :Jt N N -w O � -i1 N en Z_ W �M�z � z '� v M :2 � Ej J W aNg'70 w W ' c_ o LLZ +'AIL W N o °' ¢ o -*. y '4�I.��" �., fJ� Iri IICW W.FDSP,�iG. I•� y To the best of the Engineer's knowledge, information and belief, the structural plans and specfications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the st uctural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com oz 0 uo W za z 480 �0WW Q —� oZZ / \ vz L O W N m < L ZO } V i Z iE O 0 OC) OJ a u,9 U = N ILL ;� o00 i� Y r o 0 ^, O vo-.2 'ao¢ Z¢ Q l V �- Z <L � ¢LLJ 80�U. z z 0'2 � w J Ln r-i Lljl w =QZo Rho § $gta- M Q z z Paz a Z S *k m iM J� � 4z J ^J '_^ SCALE : AS NOTED DATE : 7/29/2019 TECH: SCASEY VERSION NO. 10 0 SHEET NO. 7.0 n n UPLIFT CONNECTION CROSS-REFERENCE 7/31/19 MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. 0 CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 -10d x 1 1/2" HTA20 1615 1585 10 - 10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1615 1585 10 -10d x 1 1/2" C H2.5A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" D H3 1 455 320 8 - 8d RT3 610 525 8 - 8d X 1 1/2" E META20 145 7 -10d x 1 1/2" HTA20-18 1400 1400 10 -10d X 1 1/2" F HHETA20 2235 10 - 10d x 1 1/2" G H10A 134 1015 18 -10d x 1 1/2" RT16A 1380 1160 9-10d X 1 1/2"& 8-10d H HTT4 3610 3105 5/8" ANCH. 118 10dxl-1/2 HTT4 2715 5/8" ANCH. 120 10dx1.1/2 J HTT5 4350 3740 5/8" ANCH. l 26 10dx1.112" HTT5 3225 5/8" ANCH. 1(28)10dxl-112 K H 3130 5/8" DIA, BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L HD * 1 4505 5/8" ANCH. 3/4" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N LUS26 1165/1070 ** 1005/915 ** 8 - 10d x 3" JUS26 1115/1060** — 8-10d P HUS26 1550/3335 ** 1335/2820 ** 20 -16d x 3 1/2" HUS26 1925/3295 — (20)16d x 3-1/2" HUS28 2000/4220 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2570/4345 — 30d -16d x 3-1/2" R MTS12 1000 860 14 -10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 1000 860 14 - 10d x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 1000 860 14 -10d x 1 1/2" MTW20 1195 1005 14-10d x 1-1/2" U MGT/MUGT 3140 3140 22 - 10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1850 1810 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS "X" HTS 20 1450 1245 24-10d X 1 1/2" HTW20 1530 1285 24-10d X 1 1/2" SP1 585 535 10-10d SPT22 1 685 8-10d SP2 t 1065 605 12-10d SPT24 1030 12-10d - HCP2 1 645 555 12-1Od X 1 1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS USP CIA-7000C NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. LOADS -- ROOF = L 1360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION, FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS + +) (B) B) (A) (+ "I—, OR 2 PLY CARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6) *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). (B INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (6) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS R� 1 OR C L LEDGER �—(A) T$ INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE T-0" ON A HORIZONTAL PROJECTION. 1. (2) 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW TYP @ INT. BEARING U.N.O. ROOF FRAMING PLAN SCALE: %4"'=1'-0" I n C9 "' M — o z� 13 z V) z C: V) w C6 p �U — Ow c �N o C6 j U.j s m N M r 8 co CC-0ON =Q? O o < o Q 6 in Q- o a) Lo v rn d B D® N� � N 0 d �rwWlt nLU ZoO MzO� dMLLap W-4U o - ° w W V ¢ a c�hA c4 2. LL W�a •�� y h: e./ .• (.J� jib . at? • VIC r L 05 i P 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com sZ Wo za <F z w a -480 Q J ZW��QQ = Z Z O Z LLI O 0 / \ � 8 LU 0 L //�� C C ZZ ra u 1�1— 2:z z %%-/ LL 4 M�M W O -ji U = 00 N _1 LL W� o00 u ¢sr- O LLI O N zaza W �- Fobs z z al0 '� a2� W _I Lf) ri 111 Q Ll.l rL Q z 0Qza V)~o�a 2~o z N. M M I.n z tj o g 0 M � _ ¢x rn ,-+ a U0 o SCALE : AS NOTED DATE : 7/29/2019 TECH: SCASEY VERSION NO. 10 O SHEET NO. 7.1 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-112' long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed L/180. 6, Bottom field added rebar to be located at the bottom of the lintel cavity. 7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel In lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with verttcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load < 1 .0 Sae vertical load Safe horizontal load GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS SF44 1B/1T8F40 1B/1T 8RF400B/1T 8F32113/1T FORM k GROUT SOLID O #5 BAR CONT. 8F12-1B/1T „ „ V LINTEL DETAIL SCALE = N.T.S. i I Tyr- LJr-01UIXdIIUIN #5REBARATTOP MIN.(1,R1 ALTERNATE POWERS F= FILLED WITH GROUT / U = UNFILLED R=RECESSED CLEAR STEEL LINTEL 4 d QTY. OF #5 6 ° REBAR @ BOTTOM ' OF LINTEL CAVITY i 4 ° .M.U. #5 REBAR AT TOP 4 Q w a° n MIN. (1) REO'D 1-1/2"CLEAR 8 F 16— B/ 1 T a= °° .2 0d D Z ° GROUT �Q Q 4 tNOMINAI.QUANTITY OF e 5 REBAR AT w � = — O i j C.M.U. 4 - WIDTH #5 REBAR AT ° O BOTTOM OF a v) ? F TOP LINTEL CAVITY ij U Or � a \ NOMINAL-° __BOTTOM o it d o � 0 HEIGHT REINFORCING 4 C7 7-5/8"ACTUAL PROVIDED IN ZLL — W "' D D 8" NOMINAL WIDTH LINTEL ¢ _' C{ U Q. �o �, �o #5 REBAR AT BOTTC AS INDICATED (VARIES) MATERIALS-16 chi p precast = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. 1. Refer to manufacturer's specifications for installation. Prestressing strand per ASTM A416 grade 2. Contractor to provide proper protection of lintel to prevent rusting. 7. 270 low relaxation. Refer to manufacturer's specifications. 7/32 wire per ASTM A510. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 8. Mortar per ASTM C270 type M or S. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS applying the cementitiuos coating. See contractor specifications APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) O 4'-6" LL MIN. I L O T-4" LL L _L LINTEL PLAN SCALE: %4'=1'-0" 0 O C9 `O Z M — N Al4v Z Q a ffm% tia U) z t!i UI w (DimM V — O "r c IT .� N Z:)o C6 U or- N LLJm po - 06 M Oo� C:fY Q rn 0 Y g Qv rn Q o B D® N-C•D D C N .R rn V m �o V o rn oho � O N '� Z W w ■� QLLo cc�� W E 0 .�- `p PW, W t�Qc a..- 94, 'RIX �Q LL tpw' N �aM• q 9_ F ;S COM s 1 L ``.. V �'���L�f1f11(tit€t�iEl4�® To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. L E N NAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com z 0 w Za EF Z w¢�� �400 ZW �0, m A 'Q` LL N � U LuLu L U Z C Lu � C Ii. �v � z g N U CO N w 000 �o5 o Z N J O °¢Za 0-0 �o�o Z Z Cr +--I cc a'OzN J Q Q Z ¢Wu. 7 8M i Z 8 U_ L Z M Ln Z Z o00 m O � UJI6 = R a� T—{ IZ U) Q SCALE : AS NOTED DATE : 7/29/2019 TECH: SCASEY VERSION NO. 10 SHEET NO. 8.0 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATE CONSUMER USE. SE RESSU 00 D TO REPLACE CCA-C. MANY OF THE NEW DCHEMICALS THAT ARE CORROSIVE TO STEEL. IT f THE CONTRACTOR' RESPONSIBILITY TO VERIFY THE TYPE PRESSURE TREATED WOODS USE CO S S S OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2. 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Yz INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAID) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT, 9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 51TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1. 1. 5, FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ed. (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TR11-14. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 6th ad. (2017) AND FLORIDA BUILDING CODE 6th ed. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA RE . PE AND SHALLINCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS : 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF S 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2, 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC WIO LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OFTHE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ed. (2017), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" =1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND L/240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3,3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED, 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4• MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25" #4 BAR 20" #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4. 1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-1-P CONCRETE EXPOSED TO EXTERIOR: 2" C-1-P CONCRETE NOT EXPOSED: 1 Y" GROUT FILLED MASONRY: �„ 4. 1. 7• WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6, EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING OOR G AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4. 7. DESIGN FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE ITH H W THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 718" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE 13703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'T BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4, 6. 1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc= 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I,S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS, CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN, 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ed. (2017), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be Installed within V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1- Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of trapps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment Is required. 9. FBC-R R318.1.5 - C ncrete ove r and mortar along the foundation perimeter must be removed be ore extenor�sooll treatment. 10, FBC-R R318.1.6 - Soil treatment must be appplied under all exterior concrete or grade within T-0" of the structure sidewalIs. 11. FBC-R R318;1.6 - An exterior vertical chemical barrier.must be installed after construction Is complete, Including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within 1'-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 6-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. CONSTRUCTION TYPE:5B GARAGE DOORS (V =140 MPH) SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES, NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW A D BEFORE C ALL WINGS RA E E CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1 4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 14" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCEFROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. 0 0 UI �' zM _ o z z �L a z (3) w -U - 0 LL' F- o �Ln U �� w ,.._ pE - B N ch rn ch C N ��- U < IN o �i rn to o- o �n Q v M Q o A 1 D. NCBDC d pp�� .N-, N O h cV CR O N at W Z �Mc? -4, z U) W � N�� wff� _ - W t� Z¢ _`, � y 4 o m rn °: uw IC11 A 0 • / " W.FD.1%#t'� C , ,., •# ,- C� .^ �i Q' FL 0 To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com z W z C �a W¢ofof oo800 �oL4- C��J CO I� U W LL N m CL pp L � cl)O��o W ZO 0 � z z ti Z a 00 �W U =00 N U uj j oz 0 �Y0 I- g0 roa *k O<p`�J z�Z LU a<u, �o g��o z Z z ri "?yo�i Tom-{ Q (L z a 0 z $Wz M z aoo coCkLILJ Z rn ,-1 a U0 o SCALE ; AS NOTED DATE : 7/29/2019 TECH: SCASEY VERSION N0. 3.0 SHEET NO. SN ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE �, � 15/32" CDX m PLYWOOD OR 7l16" OSB RIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE + + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0,280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: " FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER, IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. + + + + + + + + + + t + + + + + + . + + + + + + t + + + + + + + + + + p + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +6-13" + ^++ + + + + + +++ +++ + 4 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + q + + + + + + + + + + + + + ++ +++ ++++++++ + Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/$" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking ° 1/8" gap o FILL CELL STD. 90° HOOK BOND BEAM Cn Q STD. 90° CONT. #5 CONT. #5 BAR HOOK BAR OOC #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH L # OF 2nd FLOOR Solid block all posts from above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. Small 2 min. 2" } gap max. 4 max. 4 Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange, 4 Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OS6 web stiffener 2" min. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT ) at 12" o.c., clinched when possible. Stagger rows from opposite required when indicated or 4" max. - Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVINGY8" GAP @ TOP sides by 6". - Hangers with sides not containing t. WEB STIFFENER DOUBLE JOIST CONNECTION top flangeuth cuts. - Birdsmouth cuts. N.T.S. - - Under 2nd floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack Non stacking walls over squash=20 blocks and require additions{ wall or beam below.* consideration. Check local building code for appropriate details in One 10d box areas=20 of high or-20 sinker lateral load. nail each side 10ES a ring. TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE 000 5'-0" Q - c� STUB -OUT FOR 1 -011 0 0 GAS METER 0 o LO � U CV � • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY*" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @' 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 'I T-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Squash block / (2x4 minimum) �J Bearing wall, Versa -Lam LVL or Glulam Beam J Boise Joist Blocking I l.a 3" (10dl nail. at 6" n c_ Q '/ Provide adequate bearing for each lapped joist. nails SECTION'--" INT. BRG. WALL N.T.S. NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) le DO NOT cut, notch or drill flanges higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over king and wall or beam below.*tz —� Web Stiffener Fastener Schedule Joist BearingLocation Series Depth End Intermediate ® BCI5000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BC16000s® BC16500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s8 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BC190s® 11-7/ " 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPS( w/(22)' NAILS 1 5/8" � THRU BOLT SIMPS( w/ (22) NAILS 1 R TRUSS 'OP PLATE TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION AIN, EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing H ETAL20 INSTALLATION &13/4" Joist n joists meet over wall, provide minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. 177. • ■ • ...; • 6„ A 11Z" ROUND HOLE MAY -/ 6„ 6„ DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y2" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Yz" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1Yz" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB, THE JOIST MAY BE SET WITH THE i z" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAYBE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S. Joist hanger A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) —I I �J l 1-4, -LI-- 11— Nail with 10-10d nails. Install tight to top flange. SLEEVE THRU STEM ° v SEE PLAN FOR °• a . • FOUNDATION INFO 4 a STEM FOUNDATION GRADE `ill\ Filler block. r Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block 'Top Mount" "Face Mount" Backer block shall be tight Backer block shall be fight to bottom of top flange with to top of bottom flange with 114%2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiff ner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0,6 X Joist p depth I -JOISTS BUCKETS N.T.S. REINF, SEE PLAN /1vl4 l nM0r_ 4 rvV_ SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. JOA' LOCATION OF SECOND H10A SIMPSON (WHEN w/ (18)10d ° REQUIRED) NAILS UPLIFT =1 TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE r—PLUMBING LINE a SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @PIPE PENETRATION PLUMBING LINE a Q a °a. n av G 11 111-�1= I 1=) I I=I I C -► I I-1 I —1 e' ' Q ,II_,,,,III v a e a e _ II .. a IIti .Q SEE FND. PLN. SIZE & REINF. F �0 V V z_M 0 z�z Q z V) (D w � p •O w T Ln _ viera E F- U CO W H —' 8 N M Im M m ,-1°0 M _ O o cV o < o ¢m � o. o u,g-v �i ¢ o B D. ®� � - N 0 �`N O p N � �i 00 Z WIlIll- 45 W W �_ s a � E� Ck Z 0o C C N rra N Mpp U)9bi W �jtioN¢m � V ,,, I �\� (U�j .f. •✓ sn zz �° 4�O O�{c�t " F i— S`5'rQ",� %FE To the best of the Engineers knowledge, information and belief, the structural plans and spermcations contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR. 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com z rn LU� LU za Uu¢°d[r Moo z0ZxQ U Zz LU o A uJ L w z0 rU Ez J w _ 00 f-- . N o J ry ,6p 0� U2: N �/� V J ¢ Z i� C7<wCe ¢Ce 0 M goo z Z *-� lu � a 1 J W lL1 Z If ¢ z o "vU S~8 M Q �, z m Ln (� Z g = se ¢X rn T__I n- to s SCALE : AS NOTED DATE : 7/29/2019 TECH: SCASEY VERSION N0. 10 SHEET NO. SN 1 FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (TYP.) VARIES / V (1) ROW 2x BLOCKING @ MID 2x #2 SPF STUDS HGT. FOR WALL HGT. <_ 8`-1(2) @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS 16d TOENAILS T & B FOR WALL HGT. > V-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. d 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & N @ 6" MAX FROM END OF 2 x PLATE E (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3 6 x 6 W1.4 x W1.4 r UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH PITCH > 4:12 D ° (2) LAYERS TYPE I OR TYPE II ° (#15 OR #30) UNDERLAYMENT -I I1= 1= I1=1 °° . .. D DA — _ _ FOR ROOF PITCH 4:12 OR LESS. _ PRE ENGINEERED WOOD = ITI—I I I I �I I I I 11=1 i t III I I TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT SCHED.) W/ METAL PL, UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT rGG NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SN1 SGALE:3l4"=1'-0" S3 ELEV. VARIES FOR ADDITIONAL SLAB INFORMATION. I 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE ALUMINUM DRIP EDGE ALUMINUM FASCIA W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA ABOVE) W/DRYWALL EE SOFFIT SCREWS @ 7" O.C. SHEET CEILING & 8" O.C. WALLS 8"x8"X16" KNOCK -OUT INSULATION PER BLOCK W/ 145 CONT. CHART ON FLOOR FILLED SOLID W/GROUT PLAN 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD—,-­­1(1) #5 VERT. IN FILL CELLS (SEE U.N.O. FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB c,) AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W16X6 W �- NOTE:EXTEND W1.4XW1.4 WWF OR = DECO FINISH 4" to 6" "FIBERMESH" 71 BELOW GRADE E _ A N * °00 00 D - 6 MIL VAPOR BARRIER ; p 4 II p i II T COMP. SOIL. ° (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. O #5 REBAR CONT. V-4" (1 STORY) STD. 90 HOOK (SEE U.N.O.N CHAIRS TYP. 4" V-8" (2 STORY) DETAIL) ) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5V DEEP AND 6" BEYOND - DOOR TO RECEIVE PAVERS/DRIVEWAY CONCRETE SLAB PAVERS-i SEE FOR REINF. INFO. 3" MIN. CLEARANCE 1'' 4" (1 STOR ) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. BLOCK WALL BEYOND O.H.D. RECESS z 5/8"OR 1/2" HIGH STRENGTH �—TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGAROOi (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (U.N.O.) (OR 8" GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE W/A H ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ STUD BELOW TOP PLATE (12) 10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BO EXTERIOR OR SHEAR WALLS AS HGT. < V-61. (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (T INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2"x12" TITEN HD @ SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE A 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.G. @ FIELD "SIMILAR AT FOUNDATION SLAB & BLOCK IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS T 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATIO:IF`' ELEV. 0'-0° (ALT: 1/2"xl2" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILAI OR 5/8"x10'WEDGE ANCHOR @24" x 6 W1.4 x W1,4INCLUDE THE WALL A.F.F. O.C.) 2 WWF OR FIBERMESH ATTACHMENTS 31/2"MIN. 31/2"MIN. d ELEV. 4-31/2" d a s d 2x4 CONT. a A.F.F. O „ „ dad _ _ z D p c °' ►I[-1T�—III f31/2(miii4 _ z . d - — - ° ° a N - — ° -I—_�LI—TL= — — _ _ p �r TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ (10)10d NAILS WHEN TRUSS ALIGNED WITH STUD BELOW 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". INSULATION PER CHART ON FLOOR PLAN SIMPSON SP1 w/ (10)10d NAILS 2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 1 WWF OR FIBERMESH I=1 M. ; (* 1/2"(min.)-4" d a a 31 /2"(min. - 4" 11=1 I I! I I111 I I 11- 31 "(min); 4" -I I —I 111 _I I I I I L�I I GARAGE DEPTH VARIES lT 'IT( _ 1Zf--1Ti 1�T� 1= I i l�l Tf(`—T —I I I i=I T a g � —! I -�Tl l 11 l fTTHImo; (2) #5 CONT. 4" 1'-411 81, (2) #5 CONT. 41, 811 U.N.O. MIN. U.N.O. M N. GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP @ SHEARWALL C TYPICAL BEARING WALL @STEP CC SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 SEGJ�� 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED Wl 8d COMMON NAILS @ 4" O/C 2x S P F STUDS @ 16110 C BOUNDARIES 6" O/C EDGES AND 12" O/C FIELD 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C 10 o s LOAD BEARING OR INSULATION PER FBC AND ENERGY coN EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT / \ NOTE: 1 "x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION SEE SECTION C/S3 FOR #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION SEE CC/S3 OR � SIMPSON SP1 w/ G/S3 FOR ANCHOR „° „„ METAL LATH. OTAL THICKNESS 7/8" OVER FIRST 2 LAYERS 3/8"THICK EACH. CONTINUOUS TO FOOTER BELOW 90 FIOOK DETAIL BOLT INFO. 5/8"x6" "J" BOLTS BOLT PLATE x 10 J„ BOLT @ 24 0/C W/ 2„° X 3/i6 LAYERS WlT3RD LAYER 1/8" THICK. K.O. BLOCK (10} 10d NAILS (IF NO UP LIFT ON @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 2x P.T. PLATE WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR SIMPSON SP1 wl (10)10d NAILS @ EA. STUD (6) 1/4"x31/4" TAPCONS MIN. 2500 PSI CONCRETE SLAB W! SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] SPACE ANCHOR *SIMPSON SP1 #5 REINFORCING BOLTS 6" MAX FROM w/ (10)10d NAILS - FIBERMESH WEEP SCREED INSTALLED BAR END OF 2" x PLATE r 2x P.T. PLATE :. W TYP. PER MFR INSTRUCTIONS D ASSUMED FINISHED ° #3 OR #4 REINFORCING BAR U a - D. D GRADE 40 MIN. F= 40ksi zi A GRADE N �- _ z_ #3 & #4 LAP SPLICE y iT1=11 III m p FINISH GRADE °O M [GRADE 60 MIN. Fy= 61 i] a p . Z ch D 25" MIN. LAP 30" MIN. LAP=111=1 I I -`I MONO OR STEMWALL — — � [ ] °=1 11— I - _ _ _ _ _ „ III FOOTING MONO SHOWN P _ R 1 7/8 I I=1 I - FOR CLARITY o D �D . D a0 6 MIL VAPOR BARRIER =T I p D ° — —I _ . 0O w ' i �T _ I I z #5 REINFORCING BAR T ° I 1——T��I --T (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. s V-6 (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'4'. 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3501 MIN. TENSION 2600#) c E 6x6W1.4xW1.4 WWF OR FIBERMESH T T p ° III-1 I-1-1-1 i D-1 #5 LAP SPLICE (2) #5 CONT. D° I-1 I I—III-1 i-1 I I-1 I ICI I I I III_ 11 1 7— t ON 3 CHAIRS NOTE: g III —III III III —I I i—III- Zv I II I ®. r1i —III=) IT 36" MIN. LAP [36" MIN. LAP] 1'_4" 8" *FOR BEARING WALL 9O/o MODIFIP. ED PROCTOR ASTCOMPACTED OM �I= I I== C = �_=11 t- 10" W/ UPLIFT ONLY — I D1557) �, Tff�,;� I�,-�Li-'-` III-III=III—III—III-I—III—III—III—III—III—III—III—III-1 ° 1'-4° #6 REINFORCING BAR #5 STD. 90 Hi II4 —I I —I i I-ITI:, iTi i I I-ITI=1 i 1=ITi ;ITI=i i I-i i I= I #6 LAP SPLICE TYPICAL INTERIOR BEARING FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING SCALE: 3/4"=1'-0" SEE TYP. WALL SECTION FOR ADDITIONAL S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. SLAB INFORMATION, 6x6W1.4xW1.4 31/2 WWF OR FIBERMESH min.) 4" v GRADE a' M M M r -(1) #5 REBAR w/ OPT. 111= 1I1=T I I=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" IIIS3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS CV ' CO... 2 II �.: e.•. 41, o0 SEE A/S3 OR J/S6 i I ICI IITI FOR REINF; INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 01 1_ 1 J CONT. BEAD SEALANT — a . INTERIOR d a . -31 ° CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB ad 00 E N 1=1 11— —11= ;III=1 M 6 MIL VAPOR =-=1 i' BARRIER — I I I L I III III= I I I- ' =1 11=1 I f=1i— ' ;ICI,„III,,;ill,,,lll, 111_ 411A 11 INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" S3 GARAG TAPEREDSEE FOUNDATION COI PADINFO. FRAMING REBAR DETAILS rF-� SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN AT 24" O.C. MAX. x zf FOR TRUSS ' • SEE PLAN FOR x x CONNECTION INFO TOP OF BEAM & LAYOUT DESIGN SEE ROOF PLAN ao (2) HTS20 FOR STRUCTURAL BEAM SIZE & CONNECTION INFO i I 2x4 #2 SYP P.T. FRAMING w/ SEE A/S31J/S6 —� _ 1 MIN 7/16" O.S.B. SHEATHING 4� �`-�• 8 z ATTACHED PER NAILING FOR REINF. INFO. SCHEDULE OPTION #-I w ¢ SEE TYP. WALL SECTION FOR ADDITIONAL > J 6x6 P.T. #2 SYP SLAB INFORMATION. W ABU66 SLAB STEP &RECESS S.G.D. M SCALE:3/4"=1'-ii S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD CONT. FOOTING STEEL MAT REINFORCING. r ' C' ) 00 GRAD I I —I W I a d Q—III I I I I I-1 Z_ I —III —I I l i—III III —III W 00 0 w I I II II L I a� I I=1 L I=1 I I1 - Z Q FOOTINGULI -III I I I=1 I I=1 I i—I 1=1 I I (I III —III- C) BEYOND PAD REINFORCEMENT-]-�-1 I I —I l—' (SEE SCHEDULE) 3" MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL KN SCALE: N.T.S. S3 WALL W/ UPLIFT G SCALE: 3/4"=1'-0" S3 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) II IF WWF OR FIBERMESH K�P co 0 — D z z � W R3 a 0 ft5 m W E � h®- pCN� 21 E 'O_ M S N O `o N 1 W 4d Ili I� L ILL W C00 <C rn 1n L , & v rn d o Al® N.C-B b C N ti W � oM LU MNaoZ w .2] W LU g _ W -E P w � >=moo � a a w Z z- 0? O WIL0�'�46�lgAj % g. OFESSko To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings Comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LEIMIMAM 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com =p i� < UW pF, Q K Q �Zz LU u, a � Z o Cl 37 -� Oz a o j 2 US9 3:00 00 N US " z 0 ¢�0 o J z i�ma N 0 i= OW z<z< Soho Z z W J Lfi q LJ_1 Q W z<z Lazo U0 - z u M Z =0S m IM Z t LU F o rn a W O SCALE : AS NOTED DATE : 7/29/2019 TECH: SCASEY VERSION NO. 31 SHEET NO. S3 (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN I1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION - CONNECTION SCREW OFF CAP (3" DIA.) 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3) 12d MIN. EXTENSION FROM VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 112" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARE ❑ 7 5/8" 8" DOUBLE 2x TOP EVENLY LS SPACED ❑ STEEL AND GROUT ❑ ❑ EVENLY EXTERIOR FACE OF BLOCK PLATE WALL IS 1 1/2" MAXIMUM INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR- WALL ❑ ❑ ❑ I FACE OF BLOCK WALL IS 21/4" J 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE W/21--TO BLOCKING (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1)10d @ 8" VARIES O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (rYpj SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER +' STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD = _ _ SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD BLOCKING (TYP.) 2x P.T. PLATE OOF TRUSS 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. MOISTURE BARRIER AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD, 90" HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL / t' SCALE: N.T.S. MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERAL NOTES SLOPE FORWARD FOR DRAINAGE —SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL � DOOR OPENING DOOR OPENING TO DRAIN EXTERIOR ❑ ❑ WALL CLEAN -OUT A WALL ❑ ❑ ❑ SCALE: N.T.S. S4 ❑ ❑ 1 ST COARSE 2ND COARSE 3RD COARSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALL IS TO BE REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW g K� MASONRY LAYOUT D SCALE: N.T.S. S4 S4 KNOCK OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/(l)#5 FOR CONCRETE PLACEMENT 7 d d 11 d e e d d 8" STD. WHOOK g° LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: 1Q FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. OPENINGS LESS THAN OR EQUAL TO 6-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S G S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X91l2"PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL J J r r O > FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE SCALE: N.T.S. �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET GARAGE DOOR ROLLER GARAGE DOOR TRACK CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. d a SCALE: N.T.S. e a d a POURED CONCRETE BASE FOR BOTTOM OFMOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. r�� SFFA �% �N 2x CRIPPLES @ -� 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" —i O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET W/MOUNTING ANGLE AGE R NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK("�K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1' - 4' (1) (2) (1) (2) (1) LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 — FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER `�--(2) 2x HEADER SEE PLAN • INTERIOR HEADER: 54 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER . EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. O� �R SIMPSON HTT4 TYP. Op �N�NG U.N.O. SEE N/S4 ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. SLI SIMPSON SIMPSON CO TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL 4 "Al a. 12 (TYP.) SEE ELEV. SIMPSON SP2 w/ (12)10d I/ NAILS AT EACH STUD 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH, 3RD LAYER 1/8" THICK. CRICKET AS REQUIRED BOUNDARIES 6" O/C EDGES & 8" BLOCKING (1 O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS =- _ SIMPSON HETA20 w/ (8)10dxl 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT L IN KO BLOCK AT EA. STUD MAIN SPAN MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90* HOOK IN K.O. BLOCK TYPICAL INTERIOR NON- ALT. KNEEWALL ABOVE MASONRY WALL DETAIL E S SIMPSON SP4 2X TOP PLATE OVERLAPPING TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END w U �Z d 2x TOP PLATE '- 2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. P.A.F. NAILS OR 2x P.T. PLATE FPROVIDE EQUAL @ 12" O.C. STAGGERED FROM BOT, SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE - NAILS TOTAL) EA. SIDE OF 4,9*43P ICE STAGGERED ATTACH ALL -' EXTERIOR STUDS W/ (4 16d TOENAILS TO T6P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. S4 F= 2240 LBS �7 SIMPSON C SIMPSON SP4 SP2 P.T. ATE TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL a INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSC SP4 —10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE 2X8 P.T. BOTTOM P TE 5/8"x10" "J" BOLT @ 24" O.C. MAX. B SIMPSON SIMPSON C (MIN. (2) PER BOTTOM PLATE) SP4 SP2 SIMPSON C SP4 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 BEARING WOOD FRAME WALL ,J 4, SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS] ° o ° • HTT4 w/ (18)10d NAILS (3610#SPF) ° a • HTT5 w/ (26)10d NAILS (4670#SPF) ° ° • DTT2Z wl (8)1/4" x 1 1/2"SDS (1835# SPF) ° o ° • HDU2-SDS2.5 w/ (6)1/4" x 21l2" SDS (2215#SPF) ° ° • HDU4-SDS2.5 w/ (10)1/4" x 21/2"SDS (3285#SPF) _ • HDUS-SDS2.5 w/ (14)1/4" x 21/2"SDS (4065#SPF) __-.- • HDU8-SDS2.5 w/ (20)114" x 2112"SDS (5665#SPF) • HDU11-SDS2.5 w/ (30)1/4" x 2112"SDS (6865# SPF) • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER &NUT ® • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A,T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU8 USE 7/8" DIA, x 12" EPDXIED A.T.R. ' MIN. 8" EMBEDMENT wl WASHER &NUT d • FOR HDU11 USE 1" DIA, x 12" EPDXIED A.T.R. ° MIN. 8" EMBEDMENT w/ WASHER &NUT HTT / HDU TENSION TIE N SCALE: NTS ��4� ROOF TRUSS ABOVE 2X BLOCKING 0 (2) 16d TOE NAILS EA. BLOCKING '2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING ° ° BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES C E SHEATHING & 8" O/C FIELD 54 f(D • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) ISHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY 5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10)10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM a � 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O,C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY ( 1 SCALE: N.T.S. U u 0 1 0 V z_M 0 z� 93 z U) V) (D Q w +-' .0 w o0,_ ELn CCU o0 s m W E — IT M M C co _ � U o 0 �LL� o ¢M � o. o LOaZ!, mao B D. W N �O M m W S z W M z w z GG ��o.o w a N`".g w �LL W Z V aNq ChW o EC,o LL was•- • `�►'-'� Qj " "••• I- L •'"� �� ! F ES"S %o /t/ti,lPrtttF�ti To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com � Z Z a4. <F WQ�� �480 ZWgu Mz ce a 8 W N oM© j Q. z z 71 N �j 2:-0 a Ch V -10 W U = fV U) —' W9 Opz P P W �2oj N C) za_¢ 9� �o z z '"-I air � w -.-I Ln T--1 W Q z =Ota r- 5 u g�1 z �z M z t �ZS m _ 'C', o rn ¢W � rl a C/) o SCALE : AS NOTED DATE ; 7/29/2019 TECH: SCASEY VERSION NO. 10 SHEET NO. S4 SIMPSON HGAM11 W/ (4)1/4"xl 1/2" SDS SCREWS TO BLOCKING & (� 1/4"x2 3/4" TITEN TO CMU SEE STRUCTURAL NOTES AND BACKNAIL W/ (2) 16d NAILS BACKNAIL w/ (2)16d NAILS SIMPSON H10A w/ (18) SIMPSON SP4 w/ 6 10d x TOENAIL W/ (2) 16d NAILS SIMPSON H10A wl (18) ( ) ' NAILING SCHEDULE FOR �� �� 10d x 1 12" AT EA. �� 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 1 Od x 1 12" AT EA. 2x4 SEE STRUCTURAL NOTES 1 12 AT EA STUD (USE BACKNAIL w/ (2)16d NAILS SIMPSON H1 OA wl (18) SHEATHING DETAIL OUTLOOKER OUTLOOKER SPA FOR 2x6 WALL USE 10d 1 12" AT EA f @ 24 O.C. NAILING SCHEDULE FOR OU I LOOKER AND NAILING SCHEDULE @ 24" O.C. TOP CHORDOR SHEATHING DETAIL FOR SHEATHING DETAIL BLOCKING F FIRST FOUR ROWS OF 45" ± 24 MAX' TOP CORD BLOCKING 45°± 2X4 CONT"L" BRACE TOP CORD BLOCKING TRUSSES @ SIMPSON H10A w/ (18) FOR FIRST FOUR FASTENED W/ (2)10d 3" FOR FIRST FOUR ROWS EDGES OF 2x4 CRO BRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" O/C. CMID HEIGHT OF TRUSSES @ EDGES SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF OF SHEATHING TYPICAL 1 TYPICAL @ RIDGE FASTENED AT BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER "L" BRACE TO 48" O.C. EACH JOINT W/ (3) 10d AT LEAST 90% OF WEBCEK A @ 8'-0" 0/C. EXTEND EXTEND AT LEAST 90% OF A , MAX. & (2)10d TOE NAILS @ 2x4 CROSS BRACE WEB LENGTH & NOTCH AT EA. END @ 48" O.C. .• LENGTH (SEE TABLE) APPROX. 8 FROM BOTTOM CHORD (SEE TABLE) 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d • SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d FROM LEDGER TO 7/16" OSB SHEATHING & (2)10d TOE NAILS @ BLOCKING. ATTACHED W/ 10d EA. END NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1 OdX3" 3" O/C @ (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16"' OSB SHEATHING ATTACHED THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS 10d 6" O.C. INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD w/ NAILS @ EDGES AND 12" O.C. FIELD 2x4 PANEL BLOCKING @ 2x4 "T" ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FOR THE FIRST (4) FASTEN WITH 1Odx3" @ 4" O/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L" BRACE HERE ROWS OF TRUSSES FRO @ 48" O.G. MOISTURE BARRIER ",, „ 5i8 x 10 J BOLT @ 48 O.C. WEEP SCREED EA. END TYP. TOP & BOTTOM ATTACHED w/ (2 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. 16d TOENAILS PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 1Odx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)1Od NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4) 1/4"x21/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION 1 O.C. MAX) T MIN. 4" EMBEDMENT IN KO BLOCK GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) 1Od NAILS & (4)1/4"x21/4" SCALE: N.T.S. S5 SCALE: N.T.S. 55 TITEN ON OUTSIDE BACKNAIL W/ 2 16d NAILS SIMPSON H1OAw/.(18) SP8 FOR 2x8 WALL). SEE STRUCTURAL NOTES x OUTLOOKER AND NAILING SCHEDULE 2x4"O/C OUTLOOKER FOR SHEATHIN DETAIL @ 24" 0/C 2x4 OUTLOOKER @ 24" TOP CORD 4 MAX O.C. (OPTIONAL - SEE BLOCKING FOR ELEVATIONS) FIRST FOUR ROWS DOUBLE TOP PLATE OF TRUSSES @ 2x4 CROSS BRACE APPROX. 8" 2"x4" CROSS BRACE 24" MAX. EDGES OF FROM RIDGE FASTENED AT APPROX. 8" FROM SHEATHING TYP. EACH JOINT W/ (2)10d & (2) 10d RIDGE FASTENED AT "L" BRACE TO EXTEND TOE NAILS @ EA. END EACH JOINT W/ (2) AT LEAST 90% OF WEB 10d & (2)10d TOE LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2) 16d 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ATTACHED w/ 10d NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD (2) 16d NAILS BOTTOM ATTACHED 48 2x BLOCKING W/ (2)16d TOENAILS 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH M 2x4 "T" ON TOP OF PANEL SIMPSON HGAIOKT w/ (4) 1/4"xl 1/2" 1 Odx3" @ 4" O/C BLOCKING, FASTEN WITH SDS SCREWS TO TRUSS & (4)114"x3" 10dx3" @ 4" O/C SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 wi (12)10d 2x4 LEDGER (MATCH BOTTOM NAILS AT EACH STUD DBL. TOP PLATE CHORD SLOPE OF ADJACENT STUD WALL SEE TYP. SEC.) TRUSS) SECTION 3 SECTION 4 SCALE: N.T.S. 55 SCALE: N.T.S. 55 O 1Od x 1 12" AT EA. 2x4 OUTLOOKER REFER TO DETAIL J `= N SEE STRUCTURAL OUTLOOKER 24" O/C @ ON SHEET S5 FOR X-BRACING, AND TOP N M co NAILING NOTSCHES ANDLE CHORD BLOCKING OR X BLOCKING FOR INFORMATION `� 00 °° SHEATHING DETAIL FIRST FOUR ROWS ZI OF TRUSSES @ 1 1 ' 1/ 2"x4" CROSS BRACE 24 MAX GES OF - WOOD TRUSSES - APPROX. 8" FROM SHEATHING AT NG TYP. RIDGE FASTENED AT "L" BRACE TO EXTEND -2x4 RAT RUN BRACING " EACH JOINT W/ (2) AT LEAST 90% OF WEB AT 24 O.C. ON TOP OF 1 Od & (2)1 Od TOE LENGTH (SEE TABLE) BOTT. CHORD FOR 4 NAILS @ EA. END GABLE TRUSS TRUSS SPANS ATTACHED W/ 2 -16d 2x4 PANEL BLOCKING CDX PLYWOOD TT 7HE AT EA, TRUSS JOINT �� �� (2) 2 x4 LAMINATIONS W1(1) ROW �� �� (3) 2 x 4 LAMINATIONS W/ (1) ROW (3) Z x 6 LAMINATIONS W/ (2) ROWS OF @ 48" O/C FOR THE FIRST (4) ROWS HE (2)16d NAILS OSB SHEATHING ATTACHED OS W/ 1Od NAILS @ 6" O.C. 2x4 BLOCKING 24" @ OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. E ES AND 12" O.C. FIELD O/Cwl (2) 16d (D = 0.148", L = 3") OR EQUAL (D = 0,207", L = 41/2") OR EQUAL (D = 0.207" t = 4, 1/2) OR EQUAL END TYP. TOP & JACK TRUSS TOENAILS @ EA. END NOTES: BOTTOM ATTACHED SEE PLAN FOR 11 ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 41 FOR 4-PLY PROVIDE 114" DIA. x 51/2" LAG SCREWS OR EQUAL w/ (2)16d TOENAILS CONNECTION MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL 2x4 "T" ON TOP OF PANEL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH 2x4 BLOCKING W/ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" 0/C (2)12d TOENAILS EXT. WALL CONK. COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARI I�G LOCATION B.U.C. SAME NUMBER OF ROWS SAME SPACING) ) SECTION g SEE TYP. WALL SECTION FOR SCALE: 3/4" = V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 '�)l ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 2"x4" OUTLOOKER @ 24" - O.C. W/ (2)10d PER JOINT IINIMUM 2x OVERLAP TRUSS BRACING :ROSS BRACING PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 3EE PLAN FOR WOOD TRUSSES 10dx3" 0/C OCATIONS) TOENAIL 1 x32x4 W/ (2)16d TYPICAL RUNNERS (2)16d PER NAILS JOINT L- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 1 GABLE TRUSS "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION). 6.9 MAX. S5 S5 ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. f °11 II. d 11°. a _ °IIPo \ lC II Ik I II II ^ a II II `CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. -MINIMUM (2)16d PER JOINT \-MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C 2 x 4 BLOCKING w/ (2)1 Od WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) BRACING w/ (3)1Old x 3" AT EACH CONN. @ 24" O/C 0 z w • SIMPSON HGAM10KTA w/ (4) 1/4"xl 1/2" SDS SCREWS TO MOISTURE BARRIER BLOCKING & (4)1/4"x2 3/4" BOND BEAM TITEN TO CMU ot--- MASONRY WALL 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED/ 10d NAILS @;4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.C� .17111/1 TYPICAL GABLE TRUSS WEB -J SINGLE 1" BRACING DETAILS 6 SCALE: N.T.S. �5� DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE 7 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 r- CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. Jim 1111 1111 1111 1111 1112 ARCHITECTURAL FINISH NOTE: EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-O" T-O" - 6'-0" 6-0" & GREATER SCISSOR GABLE — (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING 1: NOTE: 1) "t" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4)1/4"x1 1/2" SDS SCREWS TO TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES (TYP.) GABLE TRUSS \—CONT. BEARING - V _ '-O i uua h to v.4. GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. rr o CORNERJACK 0 Y a Q W z x U HIP FRAMING REFERENCE PLAN 1) SEE TRUSS MANUFACTURER S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS /TOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION 0 NJ 0 0V co 0 z C14 eC n- '� z Cz cn 0 (D 4--)w ru ,U 0 LU r .� CCS � ru o m W 1 8 N M dl M o FM _ _'and o0 j__LLm 00 o @ ¢c rn� rn ¢ o N �O Z � Md-. M ado z w Z -- a y tJi o o {trj w W E o. Z ��LLX¢ o § z W m •. C � 0 04v t s✓ O'ESStO����g .,- rrfArrl?rcrlcz�,fE��� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 4600 W. Cypress St, Suite 200 ( Tampa, FL 33607 www.LennarTampa.com s z 0 Z C �¢Elf U° ZZ L, � CL O"��o V W�-N QLuo cU Zo Ce V � � � .0 al w Z ;d 00 0 w O = 00 0 �� oos J Y 21,o Q VO -a CV L zap L W Q Cr G4g� o�{-�� 2 Q i air W L.ri LJJ = u, z o o V OF F uj 8 M z z p V) L0 Z tj m o N U T 2 QLu Lu n .-� a to 0 SCALE : AS NOTED DATE : 7/29/2019 TECH: SCASEY VERSION NO. 10 O SHEET NO. S5 B (1) LAYER TYPE II (430) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. 12 PRE ENGINEERED �7 WOOD TRUSS @ 24"HURRICANE ANCHOR @EACH TRUSS O.C. MAX.Z, SHINGLE ROOF SHINGLE ROOF FOR UNDERLAYMENT REQUIREMENTS SEE R905. INSULATIO 15/32" CDX PLYWOOD OR 7/16" BAFFLE O.S.B. (SEE ROOF NAILING INSULATION P SCHEDULE ON SHT SN1) CHART ON FLOOR PLAN ALUMINUM DRIP EDGE ALUMINUM FASCIA OR 1/2" HIGH STRENGTH CEILING 2x SUB FASCIA BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C SEE SOFFIT SHEET CEILING & 8" 0/C WALLS I ATTACHED WALL SHEATHING TO 1/2" GYP WB (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS DOUBLE 2x S.P.F. TOP PLATE ix2 NAILER J PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL n NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT FOR MORE INFO LU 0 LU 16" O.C. 2X S.P.F. STUDS o = W/ (4)16d TOENAILS TO TOP PLATE O cf) 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 2x BOT. PLATE W/ (2)10d @ 6" O.C. A- METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d � w LAYER 1/8" THICK. COMMON @ 6" O/C EDGES AND 12" O.C. FIELD x INSULATION PER 1/2" GYP. WB OR 3/S" PLYWOOD/ TYPE 2-M-W OSI3 CHART ON FLOOR PLAN (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 51000 g R SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPWG SHALL DIVIDE THE CONCEALS S6 S6 SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM ETAL SEAT E PLAN 0 OR FELT PAPER FOR MOISTURE BARRIER 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" a:.Al. . GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS STD. 90 HOOK (SEE DETAIL) 1/2" GYP WB 8"x8"X16" CONC. KNOCKOUT INSTALLATION PER BLK, W/1#5 ROD CONT. FILLED CHART ON FLOOR PLAN SOLID W/GROUT NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL ARCHITECTURAL FINISH (1) #5 VERT, IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) it. Cl) L v 4"x4" INSPECTION PORT AT a- EACH FILL CELL TYPICAL 1x WD FURRING @ 24" O.C. w o- AT GARAGE CONTRACTOR BASEBOARD N TO CUT BLOCK OR POUR MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH MUNICIPALITY r 410 6" BELOW GRADE c a a•' N .r r. •"a' Q " .' 'r Ad FINISH GRADE 00 CM 6x6W1.4xW1.4 I I r '•r •ri d ° I(j ~ CD WWF OR FIBERMESHI "—STD. 90 *HOOK (3) # 5 REBAR ON 3" CHAIR I (SEE DETAIL) W/3" MIN. CLEARANCE 4" 1'-8" TYP 2-STORY WALL SECTION SCALE:3/4"=V-0" G SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2 _NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8)1 Od x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL- *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL— SCALE: N.T.S. SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. SCALE: N.T.S. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. FLOOR TRUSS SPACER BLOCKS 'END SHEATHING TO )F BEAM OR GIRDER ,TE W/ O.C. )OR TRUSS/JOIST 2"x BOT, PLATE W/ (2)1 Od @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL'IT" AND CORNER DETAILS N SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" O/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN SEE FRAMING WEEP SCREED PLAN • INSTALLED PER MANUF. c 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)10dx1 1/2" O/C FOR THE 1 ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION, R S6 2x STUDS @ 1— 2"x BOT. PLATE (2)1 Od @ 6" 0.( PRE-ENGINEE FLOOR TRUS11 FLOOR CONNECTION @ MASONRY 1ST FLR. SEE J/S6 FOR ADDITIONAL INFORMATION. PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW (6)1/4" x 21/4" TITEN SCREWS TO MANOONRY i\ WALL PER STRAP \ WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION. ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. SIMPSON HETA20 w/ (8)1 Odx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK B SCALE:3/4"=V-0" S6 B.U.C. (8)10d NAILS TO STUD PER STRAP SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. RIBBONS DETAIL FLOOR TRUSS 0 SCALE. 1 1/2 -1-0 S6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ (1) ROW OF 2x BLOCKING @ MID GARAGE SIDE IF APPLICABLE HGT. FOR WALL HGT.:5 8'-6". (2) ROWS OF 2x BLOCKING @ 3rd 5/8"DIA. x 10" "J" BOLT W/ 8" PTS FOR WALL HGT. > 8'-6" EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10)10d 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x6 W1.4 x WIA WWF OR FIBERMESH •fie r .r e• n .a d. 11=,I 1—I I —I 1 I—J I I —III— 1- ' (3) #5 CONT. ON 3" 8 I I I 1 8 TiT 8, CHAIR W/ 3" MIN, CLEARANCE INTERIOR 2-STORY FRAME SECTION rs SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" ADDITIONAL SLAB INFORMATION. 15132" OSB EXPOSURE SHEATHING PROVIDE BLOCKING AS REQUIRED PER SECTION X-X IF NOT FULL HEIGHT SHEET - (2)- 2x TOP PLATE r d BEYOND I 15/32" OSB EXPOSUREI F SHEATHING ul w x SOLID2x V) C BLOCKING @ ALL C SHEATHING O co EDGES (SEE OPENING SECTION X-X a. v C x g x E W 2x STUDS BEYOND. SEE PLAN O 0 V) FLOOR SYST M 2x4 P.T. BASE 2x RIBBON OR ­'VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM IA/AI r rl rl/A T"1/1AI MIA ^r'%A AA 4 FT. 4 FT. ® (D °o 2 5 FT. 4 FT. O O O 5 FT. 4 FT. Q2 O3 1O 1 0� 1 ED © 2 4 FT. 4 FT. Q o O 4 FT. ROOF NAILING ZONE DIAGRAM ROOF NAILING SCHEDULE NAILING ZONES (SHINGLE AND TILE) o w J ZONE 1: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD Z_ ZONE 3 8d RING SHANK NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD z (NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING LLO ¢ SHANK NAILS) = NOTE: ROOF SHEATHING: (APA RATED EXPOSURE 1)112" PLYWOOD 0 ? w g (TILE) OR 7/16" OSB MIN. (SHINGLES) SPAN RATED 24/16 w LLHO� } ¢ r O in SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH H O PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO z N LULL STUD AND OR BLOCKING AT ALL EDGES. N w 0 0 LL LL A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSIONS FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8" 3/8" "S" = NAIL 3/8" SPACING cJ' 3/4" S 1/2" 'I 'I 1/2„ _�t Tt\ ) � S 1/2" Q NAIL AT BASE 2 ROWS @ 4" O.C. W/8d COMMON NAIL © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W/8d COMMON NAIL © NAIL OPENING PERIMETER @ 3" O.C. W/8d COMMON NAIL 0 NAIL INT. AT 3" O.C. W/8d COMMON NAIL Q STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. W/8d COMMON NAIL QF SHEATHING SPLICES @ HEADER - NAIL SHEATHING TO HEADER W/ 8d COMMON NAILS @ 4" O.C. OG (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL MEMBER IF GABLE END NOTE: • 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 21/2' • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". O AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W/ 7/16" OSB FLITCH PLATE TO W/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL W/ (4) 8d NAILS 2 Sd NAILS 3" 0 STAGGERED C rc WALL SHEATHING INSTALL. VFRT AI RI Ce KINC S6 &NAILING SCHED. SECTIONX-X sF pJN��lti GqN 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2x CRIPPLES �° 2"x10" OR GREATER HEADER 16" O.C. W/ (2)12d TOENAILS T/B SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN `S4 • INTERIOR HEADER: 10d NAILS @ 8" 0/C TYP. BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS DOUBLE 2x • EXTERIOR HEADERS: CRIPPLE STUD (1) 2x SILL PLATE W/ (2) TYPICAL (U.N. O.) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE O,o N��R�OR N� SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / ,BEAM (2) ROWS OF 2x BLOCKING AT THIRD POINTS 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16"PLATE WASHER (MIN. SHEAR 3500#, MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 `t WWF OR FIBERMESH d. r. a, M -III-I I L�ILI^I IA A" • . -I I I`I I MI I I 1 r r IIIIIIIIIIIIIIIII 4 - 'I1(,111A�°_� � III-111 (3) # 5 REBAR ON T CHAIR 4" V-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING © LE HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS SIMPSON EA END EA END EA END EA END V 4' (1) (2) (1) (2) (1) LSTA30 4'4 (2) (3) (2) (2) (1) LSTA30 97-16' (3) 1 (3 (2) (3) 1 (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 W/(10) 10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 00 FINISH GRADE -i — 60 — I � 111,; @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" ADDITIONAL INFORMATION. 0 00 2 CO zC> z Q 2 z w •V — CJ ty -� 0,_ = o U o m N w _ N M (• CM fL6 o M ® = g? j2 O ON LL m t 00 Co o Q ai -14 o- o " R : rn <C 6 8 D. Nf N �D - ry to a W N 2 a? �,� 0?z w ,t,b — c U) Z I` O LL LU a W cicm a: LU¢F- w CA 1 c N v(A g If v z ca LU a,6,��Sf118 a FDS .0 rya z\A 6sQ. v d • • ��✓ o .: < ' o r,.V��.svll 0 ESSj0ta �\ To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNA 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com €O Z 3� Uj za w¢�x oo�0 Z U Z < 0�< a. w A` 0 V w LL N '� .o o L.. cu ^ //� z O r 2:Z li V J :5Z ce k / 'Q N z V i Q '0 00 / R J Q aW U i T /�/� W N z 2 O Z ,- C—CYr G Q �o� i7 m a N vO0ga a O ¢ z�Z� <¢W 0 z dl r-1 o `� a g FZ w —� L0 i—I LU ¢ LU Z �;I� 0 rn jpp O ~ O w Z M M Z Z U boo Ck :5 = j0 ¢x rn 7 a cn o SCALE : AS NOTED DATE : 7/29/2019 TECH: SCASEY VERSION NO. 1 0 SHEET NO. S6 i ALL STAIR STRINGERS AND TREADS TO BE #2 SYP (MIN.) THREADS, RISERS, AND 3/4" PLYWOOD NOT SHOWN IN DETAIL FOR CLARITY ALL WOOD TO WOOD CONNECTIONS TO BE GLUED (PL 200) AND NAILED (MIN. (2)16d). 13/4x11 VL 2x4 UNDER STRINGER - GLUED AND NAILED TO LANDING 2x4 UNDER STRINGER GLUED A NAILED TO LANDING BLOCKING D 2x4 PT NOTC INTO STRINGER D —2x8 BLOCKING FOR STRAP L-1x4 blocking SIMPSON MSTA21 w/ (16) 10d NAILS FLAT STRAP NAILED TO RISER AND THEN WRAPPED AROUND STUD - PLAN VIEW SCALE: 7- = To;, NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. JOIST STRINGER MUST MAKE F CONTACT WITH LANDING SIMPSON A35 OR LSC EACH STRINGER 2x4 CUT ON BEVEL ' DOES NOT BEAR IN 1 D WALL GLUED TO 1 F 2x8 SYP 2x8 SYP 11 2x SYP CUT TO FIT BEARS IN WALL —2x12 SYP BEARS IN WALL ►�!1:1E�7;� 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 FACE OF 2ND RISER 3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN" AND J" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER / 2x4 BEHIND RISER BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS �- 2x4 SYP BLOCKING /2x4 PT NOTCHED INTO STRINGER FOR STRAP AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w! / AT STRINGER CONTACT POINTS (14) 10d x 1 1/2" NAILS) J� SECTION VIEW "A SECTION VIEW "B11 SCALE: 1" = 1'-0" SCALE: 1" = 1'4' 2x8 STRINGER MUST MAKE ALIGN THIS STUD WITH FACE OF 2nd RISER SYP FULL CONTACT WITH LANDING 61, -2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 C„♦ ROVIDE MOISTURE PROTECTION LATTTACH ALL COMPONENTS STAIR TOCONC. W/J" XAPCONS @ MAX. 32" O.C. ATTACH ALL COMPONENTS 1x4 GLUED AND OF STAIR TO CONC. W/J" X NAILED TO STRINGER 2 4" TAPCONS @MAX. 32" O.C. / G-1 --- SECTION VIEW "C" SCALE: 1" = V-0" TOP OF STRINGER jjj 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP rT� 2x8 SYP DRYWALL STOP MUST NOT TOUCH 2x SYP CUT TO FIT STRINGERS BEARS IN WALL 2x12 SYP BEAR IN WALL 2x4 BLOCKING FOR 2x12 SIMPSON) 5 2x4 PT UNDER 2x12 OR LSC EACH —� 2x6 SYP SIMPSON A35 OR 2x4 SYP BLOCKING LSC EACH FOR STRAP STRINGER / 2x4 PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ AND NAILED TO FLOOR WITH GLUE (14) 10d x 1 1/2" NAILS) 2x4 CUT ON BEVELAT STRINGER CONTACT POINTS / \ DOES NOT BEAR IN / WALL / SECTION VIEW "D" SCALE: 1" = V-0" FILLER STRIPS ADDED _" PLYWOOD GLUED & SCREWED TO ---� — PLYWOOD DECKING 2x SYP CUT TO FIT BEARS IN WALL 2x12 SYP BEARS IN WALL BU LLNOSE DETAIL SCALE: 1" = V-0" NGER 'LUED NAILED U SECTION D-D 2X4 SPF NOSING GLUED AND SCALE: 1" = V-0" NAILED MATCH NOSING ON OTHER TREADS 3/4 PLYWOOD 3/4" RISER CUT TO FIT 2X4 SYP BLOCKING ON DECK MAINTAIN BETWEEN 114" FOR STRAP (SIMPSON H 2x4 SYP BLOCKING AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 8 SYP GLUED FOR STRAP BOTTOM, GLUED AND 1/2" NAILS) AND NAILED TO (SIMPSON MTS12 w/ NAILED STRINGER FRAMING (14) 10d x 1 112" NAILS) 2x4 DRAFT 2x12 STOP TREAD 2x12 TREAD GLUED GLUED AND AND NAILED NAILE 2x 2x DRAFTS P DRAFT ST F 2x4 PT NOTCHED INTO 2x4 PT NOTCHED INTO STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU NOT TOUCH STRINGERS INTO FLOOR WITH GLU NOT TOUCH STRINGERS STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING 11X4 STRINGER CONTACT 1x GLUED AND NAILED TO STRINGER POINTS GLUED AND NAILED TO STRINGER POINTS B —�/� FOR DRYWALL SPACING FOR DRYWALL SPACING H H SECTION VIEW SCALE:" = 1'-0" SECTION VIEW "E" E SECTION VIEW SCALE: " = 1'-0" SCALE: 1" = V-0" 3/4 PLYWC ON DECK --2x8 SYP AND NAI FRAMIN( 2x4 DRAFT STOP 2x4 BLOCKI C--, NOTE: 2x8 DRYWALL STOP NOTSHOWN STRINGER OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — FLOOR TRUSS OR GIRDER, FIELD VERIFY (2) LAYER" EDGE GOLD OSB OIL PLYWOOD OR 1 a"X16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = V-0 CONN. TO BOTT OF NEWEL POS PER CONTRACT PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. NEWEL POST BLOCKING SCALE: 1" = V-0" F SECTION VIEW _ SCALE: 2' = 1'-0" STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED JOINT -TO )ISTS) NAILED AND )TOP PLATE VTO RIM BAND, ID NAILED TO WALL BELOW L POST LET LOCK IDE '(I NG 2X8 BLOCKING FOR NEWEL PO TO ANCHOR TO. (GLUED AND NAI FLOOR TRUSSES JOINT _TO )ISTS) H 2X STRINGR 2X B CKING PSON MTS 2 w/ 10d x 1 1/2" NAILS �f D OR 3 2X BLOC ING RIS R VARIES ECTION VIEW "H" SCALE: 1" = V-0" 0 01 U !9 (D o galz 'Q to o LQ � w (Z M °O LU r �(.n C) o m I+— S WIS N M M m C3 M Ili O _8 0 " U o°Do � < OM �n v M< o AI D. NC -SDC r N IN O M 6? 00 �/� Q E;N O O Z W L I _��� LU a � N w ED LU 110112 a ra' � � , C - O a to ii LL W 9E�f ��Q ' m IDS QdC-0V­❑ AL �r Ij wy i� < 0. L) 0�,4 tr, NN To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com oz vi Wo a� U ¢ o E60 z O Z � 0 Lu aw0r° O�,o W U W N L' (^ z O z `� �/ / W v , [] z J W U _ 00 z 9 ooz a'F,� J Q LU Uo�a° L N. z zap Q d' O zap W J Ln ri LLI Z >;W� u S~ M Q Z 0z azo Z j 0n : _ a to s SCALE : AS NOTED DATE : 7/29/2019 TECH: SCASEY VERSION NO. 10 SHEET NO. ST s 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL „ INSTALLTION DOOR JAMB (REFER TO PRODUCT P.T. _�NACCEPTABLE TO PRODUCT TO PRODUCT APPROVAL FOR CONN. PROPER INSTALLATION MAX.MAx $ DO NOT DO THIS 2"x BOT. PLATE W/ (2) 10d @ 6" O.C.. APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 1 X 4 ` #5 REBAR (TYP,) ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 1x4 P.T. 3-1/4" LONG X 3/16"� FURRING 3/16" 0 X 3" LONG FURRING (2) ROWS 3/16" x 3-1/2" FURRING #5 REBAR AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED TAPCON. INTO TAPCONS TAPCON @ 16" O.C. & 4" STAGGERED 16 2X8 (�,P ) ` 'III BLOCK@ SPACING " 1 DETAIL @ 1x8 P.T. FROM EACH END w/ MIN. O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH 1X8 PER MANUFACTURE MASONRY THROUGH �� ix8 w/ 2 ROWS 1-1 /2 DETAIL () WS 8d NALS 3" DETAIL FILL SOLID STD. 90" ` /� TD. 90° HOOK (TYP,) 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & ix8 P.T. STAGGERED @ 12" O.C. BOTH CELLS HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. wEB 3/16" x 3 -1/2" DOOR 1x4 P.T. JAMB REFER TAPCON @ 16" TO PRODUCT METAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL -]OIL NOTE: DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT 2" EDGE DIST. TO PRODUCT APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" � LAP SHEATHING TO BOTTOM OF BAND x 3-1/2" TAPCON @ 16" JOIST TYPICAL APPROVAL FOR CONN, (2) ROWS 3/16" x 3-1/2" O.C. & 4" FROM EACH 1x4 ' — -_- -) TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ FURRING ' +2„ NOTC @ FIRST COURSE SIMPSON HGAMIOKTA @ 12" O.C. SIMPSON (PSON1 GA SDS SCREWS 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 ` INTO BAND JOIST & (4)1/4"x2 314" 2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" O.C. 3-1 /4" DETAIL +5., NOTCH WEB AT THE FIRST 2 COURSES ` TITEN INTO K.O. BLOCK BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS �CC FILLED CELL PER PLAN FOUNDATION FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A -A _ 16100 #FOR 2 STRAPS ' FILL 1St4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX SOLID W/GROUT 2 0 8 1 PLY PRE-ENGINEERED TRUSS " 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT wl (4)1/4"xl 1/2" SDS 1/2" DRYWALL * SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS I IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7)1/4"X21/4" TITEN = 2150 #) 2 x 8 45' DIAGONAL (4)10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION •.:. 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 112" BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. CONTACT ENGINEER FURTHER INSTRUCTIONS. 4, SCRIBE BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 FACE OF ARCH W/ (3)10d NAILS AT EA. END RETROFIT TRUSS DETAIL ...• ; . OVERHANG: .;!.' ;'I • :�...:� CONNECT W/ 8d NAILS BRACE/ BLKG. x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. ON.T.S.INSTALL WDW. SCREW ANCHOR\_2•� ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN �•' RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER 4 MIN, OF BRACE DETAILS A 2 X 4 #2 SYP SCAB TO SIDE OF INSTALLATION -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH TRUSS AS SHOWN FOR O.H. UP TO Z-6" FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" -'— 1-1/2" THK, OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH START OF ARC IF TRUSSES USED W/ 3 #6 X 4%" WOOD ) () SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 10d k0�FR (TO ARCH DETAIL 4' MAX. RAD. J USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ TRUSS2) yqN TOP CHORD MIN. 4" EMBEDMENT AT 16" O.C. + lF + N C'TN �� 1-0rr 5 r-0 SCALE: N.T.S. SS 12 + PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + + + INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS ° WITH �� �� �� 1/4 x 31/4 TAPCON (1 1/4 MIN. B_B ROOF SHEATHING ATTACHED + REQUIRED D EMBEDMENT INTO K.) PER NAILING SCHEDULE ALL TO SUPPORTP. /4" MAX 2,-0„ 8„ TRUSS + SOFFIT P . P „ ° ° #5 BAR p BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON + p 10 ° 9 H D ° ° CENTERED W/ 1 X 4 FURRING BLKG. & BUCK 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS 2X4 SYP . , s EACH TRUSS o ° °� IN TOP o KNOCKOUT / cat _ o CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 8 DIAG. BRACE B 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONT. W/ i CONNECTOR e - p MONO FOOTING _ .> 0 p ° x VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" TAPCON AT EA. SIDE BUCK - (1) WITHIN 4" (3) 12d NAILS SEE LINTEL SIZE AND REINF. PER PLAN ° . AND SECTION DETAILS JACK TRUSS PROVIDED BY SCHED. LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 -I ° 2 x 8 VERT. BRACES (} INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED ARCH #2 SYP @ 24" O.C. '- "MAX ENTER SO IT CLEAN FILL > DIRT D Z BUILT UP PLWD. BUCK - SEE PLAN PRECAST LINTEL ° STANDARD c, SCRIBE NOTCH BACKSIDE (NOTCH) 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION o 90' HOOK N #5 BAR IN TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4W' WOOD FOR OVER HANG FILLED CELL 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") ` = BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL 4'MAX. RAD. WALL USE (2)1/4" X 31/2" TAPCONS AT 16" o ° INSTALL WDW, SCREW THRU OSB INTO 2 x 8 O.C. ANCHOR INTO ARCH BLKG. STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS B_B ARCH DETAIL K SECTION @ ENTRY L SECTION @ ROOF EXTENSION M REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4" =1'-0" SS SCALE: 3/4" =1'-0" SS SECTION DETAILS SCALE: 3/4" = V-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL, EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL, SEE PLAN FOR D)SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL DRILL 3/4"x5" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR SIMPSON HTT4 w/ (18) 10d x 1 MUST BE PACKED WITH NON -SHRINK GROUT USUALLY t 2" ( ) BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION 1/2" NAILS STUDS & - E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS PER ANCHOR 9 ga. PANEL j 1 #5 BARS CONT. O OCCURS L O 5/8" DIA. ALL THREAD ROD "SET" � Z #5x6' EMBEDDED INTO EXISTING BOND BEAM IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. HE SAME SPACING R REINFORCING TOP WITH MIN. 3" EPDXIED w/ SIMPSON 1 0 SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER COVER 6'_0" F F EPDXY MIN. 6" EMBEDMENT & FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE ) EXPANSION STRIP 3" MIN. EDGE DISTANCE v NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE °. THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL w n A REINFORCING AS FOLLOWS:xe E LOWER HALF OF MORTAR I BED T. D W. PLAC 0 0 N JOIN 0 NOT FURROW. SEALANT :. D Q . - - I I II�II iI L <a I- 1 PRESS PANEL REINFORCING INTO PLACE. LAP SPLICE / 6 MIN S IC W TT � - - — - �I I — I. l J. U Z _ #5x6 EMBEDDED INTO EXISTING FOOTING (2) #5x6 IN CONC. COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWELREINFORCING=I . • � ` � PANEL ...:::.,,.,...: ;° •: I � cn � FILLED CELL SMOOTH. DO NO FURROW. FULL MORTAR - F PLACE UL O BED FOR JOINTS T REQUIRING N REINFORCING IN 0 01 S NO QUI I G PANEL REI 0 C G DO NOT } • P � LI.= -- I ILT �-rrL � N DRILL 3/4"x5" MIN. HOLE FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP GRADE P, p . P ° SET BAR IN EPDXY z sit O G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE Z.I n REMAIN FREE OF MORTAR. NOTE:z_ H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r D TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° � 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ P (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. COVER EA. WAY A SECTION I) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SCALE: 3/4" =1'-0" SCALE: 3l4" =1'-0" FOR WIND SPEEDS UP TO 110 MPH', PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. ziifl 7 z M zC) zWall Q Q w O"r IM o U or- m W E — 8 N M Zr M @ C N _a; C3 o0 " 00 C o <C 5 0 T CL 0 rn a v Q d AlN.C.BYDeC B D• v11� ,N- N o Z W M�a � a a Nz w z N a w W �C a V a -C 17 Z � @ cg6 t7 �� I Lz v. • J z, s %i _ 0�• •a \z �tE/EiltiiitEtFs���\ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential eth Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.Lennaffampaxom oz �Q Q. LU ZOO z��� �_$ yrr p�z y 4 £ J O° u� o u O L 8 L Z Z° z 4� -0 00 = 00 fV C/) J ¢� °R0 o J W Q22 N L1J 02 g� Z Z Q Q¢�CC ~ �o Z ¢ z � QtLU g¢� Lu cl i Z t g, Z S 0m am' `M Z `S w (11 ¢ z r T -i a cn s SCALE : AS NOTED DATE : 7/29/2019 TECH: SCASEY VERSION NO. 10 0 SHEET NO. SS CROSS BRACING DETAIL (TYP.) SCALE:NTS TRUSS NOTES: CONY. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH TB PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — MAX & EACH END ALTERNATE A CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. —, WOOD WALL OR TRUSS. SEE PLAN WOOD TRUSS SCALE: STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B —TRUSS OR ROOF SYSTEM A SHEAR TRANSFER EXTERIOR. WALL rT� SCALE:NTS DIAGONAL AT 8'-0" MAX 2X4 COS T&BCF WOOD TRUSS SEE ROOF PLAN SHEATHING A 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING JACK MAX 24" SPAN (EITHER USSES HIP SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS — AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE:NTS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM CONC. MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL a► INTERIOR BEARING r3 SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT OIL VARIES IT 2x4 #2 SPF BRACING @ 16" O.C, W/ (4) 12d TOENAILS TO TOP PLATE & (2) 12d END — NAILS TO TRUSS BOTTOM CHORD M IN. (2) 2X4 SPF TOP PLATE ROOF SHEATHING ATTACHED PER NAILING SCHEDULE COMMON TRUSSES. SEE TRUSS PLAN FOR CONNECTION INFORMATION. VARIES SEE PLAN FOR WALL LOCATION �— MIN. 2X4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO OL SEE PLAN FOR PLATE BELOW TOP OF WALL ; o MIN. 2X4 #2 SYP P.T. PLATE °. W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE o 16" O.C. MAX. INFO. ° SECTION @ ENTRY 8 SCALE:NTS SIMPSON LSTA18 w/ (12) 1Od NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZI & ADDITIONAL INFI (2) 2x8 #2 SYP wj O.S.B. FLITCH PI TOP @ TRUSS B U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM a@ RAISED ENTRY 2 MASONRY WALL 4 SCALE:NTS L.SEE PLAN 1, 'IMPSON HUC410 w/ (14) OR CANT. 6d INTO HEADER & (6) Od INTO BEAM - SEE 1OOF PLAN FOR MORE NFO SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ON SC EDULE/PLANM OPTION B CONNECTION INFO OPTION C. COMMON BM. TO POST ATTACHMENT rA� SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A � A SEE PLAN FOR 0, 0 SEE PLAN FOR CANTILEVER IF INDICATED CORNER SEE FOUNDATION 5 PLAN FOR MORE INFO COMMON BM. ATTACHMENT SCALE: NTS 2X4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION a@ FLOOR CONNECTION 22 SCALE: NTS SCALE: 3/4"=V-0" SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. TRU iiPAINNNT 619 (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM BM. SPLICE OVER �� CENTER OF POST 8d NAILS AT 4" O.C. SEE PLAN FOR VALLEY TRUSS INFO. �• MASONRY WALL BELOW: SIMPSON a°. HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALL 4'-0" O.C. TO GABLE TRUSS OR BEAM BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN a°. (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS Q COMMON TRUSS SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE �2� SCALE: NTS JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE DETAIL 4/D1 FOR BEAM SIZE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL a@ ENTRY FRONT WALL SCALE:NTS 2x4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD - TOENAIL ROOF AND EXTERIOR EACH TRUSS TO NAILER SHEATHING ATTACHED w/ (3)10d PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION IF 2x DOUBLE LEDGER, ATTACH FIRST PLY w/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY w/ (3) ROWS OF 16d NAILS AT 24" O.C. SIMPSON LUS26 w/ (8)10d NAILS OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8)16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FORLOCATION 2X10 #2 SYP CONT. LEDGER w/ (3) AND DIRECTION 1/2" X 41/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) LMASONRYWALL FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE: NTS LOW ROOF/WALL SHEATHING ATTACHED PER NAILING SCHEDULE 2x STUDS @ 16" O.C. W/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 wl (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. PLYWOOD FLOORING LOW ROOF TRUSS W/—' L (2) 2x6 BLOCKING UNDER FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION @ BUMP OUT 39 SCALE:NTS DETAILS &SECTIONS P00O �! Z M _ o z�z J SAO z (D a) w -I--+ (10 p Z — 0 w C21- T I— CC5 U 0� m N W E ~ c TM�� N .2 co_ U 0 0 0 �wco co IE��Il�C rn Co U.) 01<o 11 N �O -N 0 ♦n O p MN 5; 'n ONO O <� c�.i W z `w� U) a_Z `i �z • mM � Gsr Lu W 0 ioz si ° `EI. G 0• °G ° ` - V O� •°� 0 ESs�O To the best of the Engine's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com oz c za Qa:aa' W znj yang—� m N Cif �Lo 0 L z OV f Z LJ J 57 'Q (n o 0 .0 �/�_�/ O25 J W U = 00 N U) O o ¢�yyob W g m 2 LU P�o� zy A�' I ` p °<12 W C Q a Q Q L I�R9, o z rl "u I E Fz J W Q W Q Z ¢z8 u $~o aQZ f� M M z �o8 Lr) � ZZ = �, �i 0 J SCALE: AS NOTED DATE : 7/29/2019 TECH: SCASEY VERSION NO. 10 SHEET NO. D1 P z t. (1) SIMPSON LSTA30 w/ (22) (2)- 12d GABLE END FLOOR SEE SS FOR RETROFIT 10d NAILS BENT OVER TOP SIMPSON SP4 w/ (6) 10d x 1 1/2" TOENAILS 2x4 TRUSS SEE R/S6 FOR CONNECTION IF MSTAM36 1 OR 2 PLY GIRDER PLATE THEN DOWN THE USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) TO TRUSS TOP CONNECTION INFO TO CAN NOT BE INSTALLED / TRUSS. SEE PLAN FOR FACE OF HEADER/STUDS @24"O.C. EXT. SHEATHING MASONRY WALL t� BELOW AND ALT. CONNECTION. 2x CRIPPLES @ 16" O.C. (2) 2x SPF TOP PLATE FLUSH W/ TOP BLOCKING INFO 0 SEE PLAN FOR CONN. W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN SEE FOR 2 OF MASONRY & 8d BLOCKING NAILS T/B FLANGE 0n 1. APPLY SUB (3) 2x # SPF 10d TOENAILS AT EA (2) . INTERIOR HEADER DETAILS FLOOR + STUDS w/ 10d @ (2) - 2x SPF TOP PLATE END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2x STUDS "NXNOTE: © ADHESIVE TO 8" O.C. EACH SIDE OPENING WIDTH 4 FEET. EXTERIOR HEADERS • . 2x4 CONTACT U.N.O. ON PLAN IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. :° SURFACE q 2x4 #2 BLOCKING THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x FLOOR SYSTEM SEE PLAN VERIFY WITH FLOOR FRAMING PLAN FOR I -JOIST B 2x4 SIDE BRACE AT 48" O.C. J. EXCEEDING 6 FEET. A SIMPSON LS30 w/ (6) 10d x 1 1/2" CLIP IS TO BE SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" CLIP EACH SIDE OR FLOOR TRUSS FOR BETWEEN JOISTS 2X CONT. RIBBON INSTALLED AT EA, END •°• • • CORRECT BLOCKING w/ (3) 12d EA. END FLOOR DECK HEADER SE Q/S4 FOR REQ'D JAMB G.C. VERIFY INTERIOR REQUIREMENTS TO HORIZ. TYPICAL BLOCK INFO (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d 1/2" GYP. BOARD OR EXTERIOR STRUCTURAL 1-1/8" RIM BOARD BLOCKING WALL 2x CRIPPLE AT EA. END OF OPENING SIMPSON LSTA30 w/ (11) 10d NAILS & (4) 1/4" x 2 1/4"TITENS CENTERED •• SHEATHING (MIN. 7/16") FLOOR TRUSS/ NAILED TO STUD TO STUDS ABOVE PLATE ON FLOOR SYSTEM TO MASONRY WALL •° •° VERIFY W/ PLAN 8d NAILS @ 3" O.C. JOIST SEE PLAN (2) SIMPSON MSTAM36 w/ I -JOIST SEE PLAN PACK w/10d NAILS FLOOR DECK BELOW. IF WOOD WALL IS BELOW USE (2) SIMPSON MSTA36 STRAPS w/ (26) 10d WALL SHEATHING (2) 12d TOE NAILS TOP (7) 10d NAILS & (4) 1/4"x2 TIE BEAM @ 8„0 FLOOR TRUSS/ I -JOIST SEE PLAN NAILS (G.C. TO INSURE SOLID BLOCKING TO RIM BOARD & BOTT. CHORD 1/4"TITENS SIMPSON LSTA30 FROM IS INSTALLED). SCALE: N.T.S. AJS BLOCKING PANEL @ 24" WINDOW JAMB TO O.C. (MAX) AND @ EACH PROVIDE BLOCKING FLOOR TRUSS/ SOLID SCALE: N.T.S. SEE SS FOR RETROFIT GABLE END RIM JOIST END OF WALL UNDER BELOW JAMBS BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE SEE R/S6 FOR CORNERS FOLLOWED IF DOWN SET OR BOX HEADER IS USED CONNECTION IF MSTAM36 CONNECTION INFO TO (2) - 10d TOE NAILS OTHERWISE DETAIL CAN BE IGNORED SECTION CORNER CAN NOT BE INSTALLED MASONRY WALL EACH SIDE FRAMING ATTACHMENT 1 BLOCKING DETAIL 2 GIRDER/COL. CONN. @ 2nd FLOOR 3 HEADER CONN. @ 2nd FLOOR 4 SCALE: N.T.S. N.T.S. SCALE: N.T.S. SCALE: N.T.S. SEE Q/S4 FOR SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR A SIMPSON SP2 w/ (12) 10d NAILS SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED 2x6 / 2x8 CRIPPLES @ 16" O.C. 2 2x8 OR 2 2x6 TOP JAMB STUD NOTCHED AT HEADER LOCATION () ( ) 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ'D TYP O SIMPSON LSTA24 10d NAILS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SEE INFO BELOW ON CONNECTION PLATE SEE PLAN w/(18) apo o1 11 Al OF CRIPPLES IF LONGER THAN 8" P. 2 - 2 x 4 SPF O SIMPSON CS16 w/ MIN. 12" END SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. SEE PLAN FOR CONN. TALL. (CONTRACTOR MAY USE RTT CLIPS) NAIL BACK LEG OF CIPPLE TO (2) 2x HEADER TO SIT q TOP PLATES LENGTH ON STUDS W/ (11) 10d (1) SIMPSON LSTA30 w/ (22} 10 NAILS BENT OVER TOP PLATE HEADER w/ (2) 12 TOENAILS FLUSH w/THE OUTSIDE Nil rNAILS TO STUDS ABOVE & (11) 10d (2) - 2X SPF TOP PLATE SEE PLAN FOR SIZE NAILS TO STUDS BELOW. 2 x 4 #2 SPF STUDS THEN DOWN THE FACE OF HEADER/ STUDS (2) 2x HEADER SEE PLAN 2x6 / 2x8 WALL BEYOND SEE C AT 16" O.C. U.N.O. SIMPSON SP1 w/ (10) 10d NAILS INTERIOR HEADER NAILING AREA (TYP.) HEADER FLUSH TO OUTSIDE FLOOR PLAN FOR HEADER (2) 2x HEADER o G SEE PLAN O 5/8" A.B. @ 24" O.C. AND 6" FROM MIN (3) 2x #2 SPF STUDS @ (1) 2x SILL PLATE W/ (2) 12dTOENAILS. EXTERIOR HEADERS SEE PLAN FOR COL. SIZE (2) SIMPSON MSTA36 STRAPS w! CONNECTION SEE STANDARD HEADER EACH END W/ 7" EMBEDMENT. IF END OF HEADER SEE Q/S4 FOR (1) 2x SILL PLATE W/ (2) 12d TOENAILS. (26) 10d NAILS DOUBLE 2x6 OR 2x8 TOP CONNECTION DETAILS FOR AT STEP DOWN LOCATION, MIN 7" REQ'D JAMB INFO OPENING LARGER THAN 4 ft (2) 2x PLATE SEE PLAN MORE INFORMATION 2 x SPF EMBEDMENT PAST STEP. SILL PLATE w/ SIMPSON LS30 w/ (6) FLOOR SYSTEM OR 12d NAILS AT 6" BASE PLATE 2x CRIPPLES @ 16" O.C. 10d x 1 1/2" EACH SIDE 2-STY. FRAMING O.C. TYP T & B SIMPSON SP6 w/ (6) 10d x PRE-ENGINEERED O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE C B B C W/ 2) 12d TOENAILS T/B ( (2) 10d TOENAILS AT EACH END OF BAND JOIST & BLKG. (2) 2 x #2 1 1/2" (USE SP8 FOR 2x8 H FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 SILL (MAX. OPENING WIDTH 4 FEET). OR LVL GIRDER SYP U.N.O. WALL 24" O.C. ) @ EWALL OR BEAM WALL) AT EACH STUD AT HEADER / IF OPENING IS GREATER THAN 4, JAMB CONDITION OR IF BUILT-UP (2) - 2 x 4 SPF 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, BLOCK SOLID ( ) STUDS ARE w/IN WALL SYSTEM A.B. TO TOP PLATES BE SPACED W/IN 6" FROM OPENINGS OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS TO BE INSTALLED AT EACH END, SEE PLAN FOR 2 x CONT. T & B AND MULTIPLE STUD PACKS PACK W/ 10d NAILS @ 8"O.C. COL. SIZE 2 x 4 #2 SPF STUDS g O INTERIOR HEADER TYPICAL BLOCK WALL PLYWOOD ATTACHED PER NAILING SCHEDULE SIMPSON HTT4 w/ (18) AT 16" O.C. U.N.O. (2) 2x HEADER G (1) 2x SILL PLATE W/ (2) 12dTOENAILS. EXTERIOR HEADERS FLOOR TRUSS/ I -JOIST SEE PLAN 16d NAILS & 5/8" ANCHOR BOLT w/ B 0 X HEADER E F TYP SEE PLAN (1) 2x SILL PLATE W/ (2) 12d TOENAILS. F � 2 x 4 P.T. OPENING LARGER THAN 4 ft (2j 2x SILL PLATE SIMPSON MSTAM36 W/ (7) 10d NAILS & (4) 1/4"x2 1/4" TIE BEAM MIN. 6" EMBEDMENT (2) SIMPSON LSTJ2 w/ (10) 10d NAILS WRAPPED UP AND (2) 2x TOP PLATE n 2x CRIPPLES @ 16 O.C. w/ t(�) D ' .: BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE TAPCONS PROVIDE BLOCKING OVER TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT o.°�. o•`.o o•` o k° o 6" SEE FOUND. PLAN FOR FTG. REQ. STUDS UNDER 2nd FLOOR HEADER ARE BELOW JAMBS SP1 w/ (10) 10d NAILS AT BASE NOT REQ'D TO HAVE CONNECTIONS. • : • " • *PROVIDE (2) CRIPPLES BELOW ATTACH STUDS w/ (3) 12d TOENAILS T&B SEE FOUNDATION PLAN TO ANY GIRDER TRUSS IN THIS 2 STORY I NT. BEARING WALL FOR FTG. REQ. 2x CRIPPLES TO SITUATION. CONNECT G.T. TO PROVIDE EXTERIOR SHEATHING MATCH JACK STUDS w/ (2) SIMPSON HTS20 w/ ATTACHED PER NAILING SCHEDULE AND EXTERIOR HEADER CONN. @ 2nd FLOOR STUDS BELOW (24) 10d x 1 1/2" NAILS AT TOP AND BOTTOM TO HEADER 5 FOR EXTERIOR2STORYWALLSONLY. s 2 STORY COL. @ GIRDER SHEATHING CAN STOP ONCE UNDER � (IF CRIPPLES ARE LESS THAN 8" SCALE: N.T.S. LOWER ROOF. SYSTEM 42 SCALE: N.T.S. LONG NO STRAPS ARE REQ'D) SCALE: N.T.S. o•°.a• -.. ADDITIONAL STRAPS SEE STANDARD HEADER CONNECTION DETAILS FOR MORE INFORMATION REQUIRED AT TOP PLATE TO STUDS TO MATCH HEADER STRAPS SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) SIMPSON LSTA24 w/ (18) 10d NAIL (2) 2x HEADER SEE PLAN SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE (2) SIMPSON LSTA30 w/ (22} SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x4 STUDS MIN (3) 2x #2 SPF STUDS @ END OF HEADER FOLLOWED IF DOWN SET OR BOX HEADER IS USED 10d NAILS BENT OVER TOP 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. PER PLAN SEE Q/S4 FOR REQ'D JAMB INFO OTHERWISE DETAIL CAN BE IGNORED SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. PLATE THEN DOWN THE FACE OF HEADER/STUDS (2) 2x HEADER SEE PLAN DOUBLE 2x4 *FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x CRIPPLES @ 16" O.C. TOP PLATE ATTACHED w/ (2) 16d TOENAILS AT EACH END NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. W/ (2) 12d TOENAILS T/B THEN DOWN THE FACE OF INTERIOR HEADER 2 WS 10d @ (2) 2x SILL PLATE HEADER/ STUDS (2) 2X SPF TOP PLATE 2 2x HEADER SEE PLAN MIN (3) 2x #2 SPF STUDS 1 2x SILL PLATE W/ EXTERIOR HEADERS 2) 12dTOENAILS. 3" 0/C � �2xSTU�DS 2x CRIPPLES @ 16" O.C. () @ END OF HEADER. SEE PLATE 12d TOENAILS. • qT 02 F`�8-��T @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER Q/S4 FOR REQ'D JAMB (1) 2x SILL W/ (2) OPENING LARGER THAN 4 ft (2) 2x , rLl/� OA TOP SPLICE (1) 2x SILL PLATE W/ (2) 12dTOENAILS. (2) 10d TOENAILS AT EACH INFO. SILL PLATE w/ SIMPSON LS30 w/ (6) • , EXTERIOR HEADERS END OF SILL (MAX. OPENING WIDTH 4 FEET). IF OPENING (1) 2x SILL PLATE W/ (2) 12d TOENAILS, OPENING 2x CRIPPLE AT EACH END OF 10d x 1 1/2" EACH SIDE , ALT. HEADER ANCHOR LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON OPENING NAILED TO STUD 8 IS GREATER THAN 4 FEET LS30 w/ (6) 10d x 1 1/2" EACH SIDE PACK W/ 10d NAILS (2) 10d TOENAILS AT EACH END OF BUT NOT EXCEEDING 6 FEET, SILL (MAX. OPENING WIDTH 4 FEET). SCALE: N.T.S. A SIMPSON LS30 w/ (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @ END TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4, PROVIDE 2x4 ON ' 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR FEET BUT NOT EXCEEDING 6 FEET, TOP OF 2x8 TO ' EACH END REQ'D JAMB INFO A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS BLOCK OUT TOP 2x CRIPPLE AT EACH LSTA30 w/ (22) 10d NAILS SIMPSON (2) MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" TO BE INSTALLED AT EACH END. PLATE ATTACH CENTERED END OF OPENING CENTERED TAPCONS o W/ (2) 10d NAILS NAILED TO STUD PACK / FLOOR DECK FLOOR DECK @ 3" O.C. 2x4 BEYOND DOUBLE W/ 10d NAILS @ 8"o.c. AGAINST 2x8 2x8 TOP FLOOR TRUSS/ I -JOIST SEE PLAN PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN STUDS PLATE SEE PLAN FOR BEAM BELOW JAMBS TIE BEAM 2X CONT. RIBBON 2x8 STUDS 2x4 W/ 2 ROWS PER PLAN SIZE & CONNECTIONS NOTE: OF 10d NAILS PLATE LENGTHS MUST BE @ 3" O,C. HEADER CONN. @ 2nd FLOOR HEADER CONN. @ 2nd AT LEAST 4'-0" LONG. TYPICAL W/ HIGH BM FLOOR [DOUBLE STRAP] TOP PLATE SPLICE DETAIL 9 �o SCALE: N.T.S. SYSTEM 42 SCALE: N.T.S. SCALE: N.T.S. U u 00 U� zg zto z Q z V) CD Q) C, u, � o .� w ~ " fL5 U oh m W oe wig — U ( co M N O O 0 U <o ��CD 00 ¢ m coQo LO �¢ o N �O O N W a Z cO w z QLLo w W �'� °' w W c a � �ayi Q Z U)�wp;6 x z �M Ep"ID ZLL W,`x`\\\U11111 ' .••��, fro •� 1 h F w w e ..! . .,••., F �-�•= . O F E g c�>v 0� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and sea! is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com oZ �Q za zoo ZUZ� '18) LL N v10z W L� z o iZ Yr\/ z 4%. U W 43: � Im Z '0 U = OO N U) � Z OR 0 o Q Q F— 52ma N W C) E - - - Z¢11 z¢ d- 80;2 Z z ao,�j Lu Lr) ri LL1 111 57 = a Z o o a 2~ j (t Q z ��zo Z Rzo ao m O Z 2 jz ¢LU ,a a cn s SCALE : AS NOTED DATE : 7/29/2019 TECH: SCASEY VERSION NO' 10 O SHEET NO. D2 e ^' ^ "� WEATHER dE BARRIER & 2ARILY SECURE WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTIONS; 1. Cut, fold up & temporarily secure weat THESE DETAILS ARE GENERIC AND barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under AND WATERPROOFING METHODS TO weather resistive barrier BE USED. 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER DO NO- BOTTO r=r anrni NOT USED SELF -ADHERED FLASHING HALF ROUND WINDOW 1 Lf1V1111 Y1.,] 1 LllVl 111 Yl:l SELF -ADHERED FLASHING DECK JOIST EXTERIOR SHEATHING WOOD FRAME CONSTR. SELF -ADHERED FLASHIN BY LAPPING DOWN -� OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI; UNDER DECKING ED FLASHING (SEE DETAIL WP07) E AM 4SHING Q WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING �- SELF -ADHERED FLASHING SUBFLOOR SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHEF 0 SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER RIM JOIST INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD SELF -ADHERED FLASHING PATCH HERED FLASHING E0 0 0 STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE PLASTER STOP - CONTINUOUS BACKER - ROD & SEALANT A I�1 THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY WINDOW UNIT SLOPE 0.3 in : 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH V SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE THROUGH SELF -ADHERED FLASHING SELF -ADHERED FLASHING SCORED RELEASE PAPER �v (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) 0 d a SOFFIT/CANTILEVER OAM LO r4 f`O o I• SELF -ADHERED FLASHING INSIDE CORNER Ground Water Resistant Barrier Lath Sheathing Stucco FOUNDATION WEEP SCREED LEGEND SELF ADHERED FLASHING (SAF) o DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - - BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS C STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH FLASHING REQUIREMENTS R609.1 Flashing, Sealants and Weatherstripping. Flashing and sealants for exterior windows shall comply with Section R703.8. R703.2 Weather -resistant sheathing paper. One layer of No.15 asphalt felt, free from holes and breaks, complying with ASTM D 226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.4 Exception: Omission of the water -resistive barrier is permitted in the following situations: 1. In detached accessory buildings. 2. Under exterior wall finish materials as permitted in Table R703.4 3. Under Paperbacked stucco lath when the paper backing is an approved water -resistive barrier. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into thewall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant flashings shall be installed at all of the following locations: 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of he exterior wall finish or to the water -resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following or other approved method: 1.1 The fenestration manufacturer's written flashing instructions. 1.2 The flashing manufacturer's written installation instructions. 1.3 In accordance With FMA/AAMA 100, FMA/AAMA 200, or FMA/WDMA 250. 1.4 In accordance with the flashing method of a registered design professional. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in gutters. R703.6.2.1 Weep Screeds A Minimum 0.019-inch (No. 26 Galy. sheet gage), corrosion -resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 1 /2" shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926. SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 Detail Instructions Refer to the number marked asGin each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary ............. Cement Plaster in accordance with ASTMC926 over wood 2nd floor �o.O�Oi!QD. 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing - Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing Note: The building paper and metal lath must be Cement installed over the top of the weep screed. Plaster ER STOP over block NUOUS BACKER ROD A 1 st floor -ANT VTITIOUS FINISH WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all Ji Z o z�z Q a) CL. Cn C9 Q w � o .0 LU = o210 �� (10 U o� m N fQ?J = Coo t a o co <o Q rn 0fl- Lo CL m Q 0 8 ®b�r' N N N O M O n W O O N Z W 18 z �y� ` a? � Ili Q � j " Gc7 W `� . LU�LLo P. Z p o ItA U)MET UL42 W a NQoi o U U F WWW.FDSENG.COM ❑ ❑ rn 0 ch 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 0Z 0 g W Q lr {~480 zWZ� �0WZ aUJ UO�"yL- . U Q Z z z L �. .0 �z 0 0 a 0 '�� 0 00 D_ W U = W N w uJ Opz GYP OJ �o6 < LU Cc, oWUJ Qa � I� Qa�cc 0. o1E Z ON Z W '-I Lli a g 1 u-7 -J r-i lJ J yr ~ 0 gF_8 M Q Z Qz c� I� z RZS R 0 � z LU �w 0 rn :5 � r-I a to o SCALE : AS NOTED DATE : 7/29/2019 TECH: SCASEY VERSION NO. 10 SHEET NO. W P J .al uty uul m 1 uuu to u r � I ;l'�, .' i{ijl idyl Jl�,����� �� ip 1.Lty.li.Y,.1..,::11i U`IIa.L_ LLLI x�l� gY#I�YWII(L+ L_f,I�.ZILiI,:I�jJ)!._.I! �asr,•+,•:il_r-��lii,yiuli11i11Ul.UdWi.114WIlYY�EII��1W Al Y�YYYU4W�BYIIdJIJI:' t61Ldt�I1M1YlYkYUll411u1'IWti�iIW4::ilYk111'JIIi�1W11�111VWiIW�LW�eiW-us..l„y„j,L,�y)I'4.11..,1i L., Jul•.,:, i�..,,llld.�n:�:.,.�.' ISIIMIMINUINIa•N61. I�®� �1�II:�����u...,y+14...._��iJ.JI�IY����J �_.III��,�4�LUI��V�L�1� � ��_ l�l��t��;i�l�l � �����iWii4li�,_ .� _ _.� ��I.�i���.�IQW11�.����i1,11:�1J1��w11.;!�L,����.iil.� � lid SIMPSON March 20, 2018 Re: Wood Construction Connector Compliance for 2015 International Codes & 2017 Florida Codes To Whom It MayConcetrj. Section 2303.5 of the 2015 International Building Code OBC) and 2017 Florida Building Code (FBC) specifies that I oist hangers shall be tested pet ASTM D7147 Testing and Establishing Loads ofJoist Hangers. Previous versions of the IBC and FBC required testing to comply with ASTM D1761 Test Method for Mechanical Fasteners in Wood. Both methods determine a connector's allowable load as the lowest of the following: 1. Lowest ultimate of three tests (or average of 6) with a safety factor of 3 2. Average load at 1/8-inch deflection 3. Calculations per American Wood Council National Design Specification for Wood Construction (NDS) The primary changes in ASTM D7147 are requirements to measure properties of the tested materials, such as steel strength, fastener strength, and wood specific gravity. The tested ultimate loads must be adjusted when tested material properties exceed the specified properties. ICC Evaluation Services (ICC-ES) revised AC13 Acceptance Criteria for Joist Hangers and Similar Devices in October 2016 to incorporate a methodology to evaluate products to the 2015 I -Codes. Simpson Strong -Tie is working on re-evaluating wood construction connector loads to the new standard to update our product evaluation reports to the 2015 I -Codes. As soon as the updated evaluation reports are completed, we will apply for Florida Product Approvals. However, reevaluating a large number of products will take time. While manufacturers work with product certification agencies to update their wood connector evaluation reports, we recommend that building departments under the 2015 I -Codes and 2017 Florida Codes continue to accept code reports showing compliance to the 2012 and 2014 editions, respectively, until July 2018. The information in this letter is valid until 6/3012018 when it will be re-evaluated by Simpson Strong -Tie. Please visit www,strongtie.com for additional pertinent information. If you have questions or need further assistance regarding this matter, please contact the Simpson Strong -Tie Engineering Department at 800.999.5099. Sincerely, SIMPSON STRONG -TIE COMPANY INC. AP4 Keith Cullum, P.E., LEER AP dvdBDW Engineer, Southeast U.S. Branch Page 1 of 1 Simpson Strong -Tie Company Inc. 2221 CountryLane: McKinney,:TX:75069 Phone: 972.542.0326 Fax 972.542.4139 www.atronotie.com _:. A3 FL17244.1 ESR-3455 A23 FL10446.2 ESR-2606 H0210-2 FL17232.3 ESR-3445 HU210-2 FL10856.4 ESR-2549 H0212-2 FL17232.3 ESR-3445 HU212-2 FL10856.4 ESR-2549 HD216 FL17232.3 ESR-3445 - HU216 FL10856.5 ESR-2549 HD216-3 FL17232.3 ESR-3445 HU216.3 FL10856.1 ESR-2549 HD26 FL17232.2 ESR-3445 HU26 FL10856.3 ESR-2549 HD28-2 FL17232.3 ESR-3445 -HU28-2 FL10856A ESR-2549 HD410 FL17232.4 ESR-3445 HU410 FL10856.9 ESR-2549 HD412 FL17232.4 ESR-3445 HU412 FL10856.9 ESR-2549 HD610 FL17232.4 ESR-3445 HUB10 FL10856.10 ESR-2549 HD0410 FL17241.7 ESR-3444 HUCQ410 FL11468.11 SIM200804 HGA10 FL17699.1 Evaluation Report HGA10KT FL11470.4 SIM200803 HGAM10 I'L17699.1 Evaluation Report HGAM10KT FL11470.4 SIM200803 HHCP2 FL17236.7 ESR-3448 HCP2 FL10447.2 ESR-2551 HTA16 FL17680.4 Evaluation Report. HETA16 FL11473.5 SIM200602 HTA20.18 FL17680.4 Evaluation Report HETA20 FL11473.5 SIM200802 HTT16 FL17324.2 Evaluation Report HTT16 FL11496.1 ES-0130 HTT45 FL17324.2 Evaluation Report HTT22 FL11495.1 ES-0130 HTW16 FL17244.8 ESR-3455 HTS16 FL10458•22 ESR-2613 HTW20 FL17244.8 ESR-3455 HTS20 FL10456.23 ESR-2613 HTW24 FL17244.8 ESR-3455 HTS24 FL10456.24 ESR-2813 HTW30 FL17244.8 ESR-3455 HTS30 FL10456.26 ESR-2613 HTWM16 FL6223.2 Evaluation Report HTSM16 FL11473.11 SIM200802 HTWM20 FL6223.2 Evaluation Report HTSM20 FL11473.11 SIM200802 HUGT2 FL8223.3 Evaluation Report HGT2 FL10456.18 ESR-2613 HUGT3 FL6223.3 Evaluation Report HGT3 FL10456.19 ESR-2613 HUS210-2 FL17232.8 ESR-3445 HUS210.2 FL10856-R4 ESR-2549 HUS212.2 FL17232.6 ESR-3445 HUS212-2 FL10856.11 ESR-2549 HUS26 FL17232.6 ESR-3445 HUS26 FLlGB56-11 ESR-2549 HUS28 FL17232.6 ESR-3445 HUS28 FL10856.11 ESR-2549 HUS28-2 FL17232.6 ESR-3445 HUS28-2 FLIG856-11 ESR-2549 JL24 FL17232.7 ESR-3445 LU24 FL10655.103 ESR-2549 JL28 FL17232.7 ESP-3445 LU26 FL10655.104 ESR-2549 JUS210-2 FL17232.11 ESR-3445 LUS210-2 FL10655.107 ESR-2549 JUS24 FL17232.10 ESR-3445 LUS24 FL10655.109 ESR-2549 JUS26 FL17232.11 ESR-3445 LUS26 - FL1D655.111 ESR-2549 JUS2G2 FL17232.11 ESR-3445 LUS26-2 FL10655.112 ESR-2549 JUS28 FL17232.11 ESR-3445 LUS28 FL10655.113 ESR-2549 JUS46 FL17232.11 ESR-3445 LUS46 FL10655.118 ESR-2549 KLEG3 FL17241.15 ESR-3444 LEGS FL10667.71 ESR-2615 KST260 FL17244.15 ESR-3455 MST60 FL10852.7 ESR-2105 LSTA12 FL17244.18 ESR-3455 LSTA12 FL10852.4 ESR-2105 LSTA15 FL17244.18 ESR-3455 LSTA15 FL10852.4 ESR-2105 LSTA18 FL17244.18 ESR-3455 LSTA18 FL10852.4 ESR-2105 LSTA24 FL17244.18 ESR-3455 LSTA24 FL10852.4 ESR-2105 LSTA30 FL17244.18 ESR-3455 LSTA30 FL10852.4 ESR-2105 LSTA36 FL17244.18 ESR-3455 LSTA36 FL10852.5 ESR-2105 LTS19 FL17219.2 ER-0200 LTT19 FL11496.3 ER-130 LTS20B FL17219.2 ER-0200 LTT20B FL11496.3 ER-130 LTTI31 FL17219.2 ER-0200 LTTI31 FL11496.3 ER-130 LTW12 FL17244.8 ESR-3455 LTS12 FL10456.29 ESR-2613 LUGT2 FL17240.2 ESR-3447 LGT2 FL11470.7 SIM200803 MP3 FL17244.22 ESR-3455 LS30 FL10446.15 ESR-2606 MP34 FL17244.23 ESR-3455 A34 FL10446.3 ESR-2606 MP4F FL17244.24 ESR-3455 LTP4 FL10446.19 ESR-2606 MPS FL17244.22 ESR-3455 LS50 FL10446.16 ESR-2606 MPH3516 FL17240.3 ESR-3447 WM1416 FL1066T86 ESR-2615 MSTA12 FL17244-18 ESR-3455 MSTA12 FL10852.8 ESR-2105 MSTA15 FL17244A8 ESR-3455 MSTA15 FL10852.8 ESR-2105 MSTA18 FL17244.18 ESR-3455 MSTA18 FL10852-9 ESR-2105 MSTA24 FL17244.18 ESR-3455 MSTA24 FL10852.9 ESR-2105 MSTA36 FL17244.18 ESR-3455 MSTA36 FL10852.9 ESR-2105 MSTC40 FL17244.26 ESR-3455 MSTC40 FL10852.11 ESR-2105 MSTC52 FL17244.26 ESR-3455 MSTC52 FL10852.11 ESR-2105 MTW12 FL17244.8 ESR-3455 MTS12 FL10456.33 ESR-2613 MTW16 FL17244.8 ESR-3455 MTS16 FL10456.34 ESR-2613 MTW18 FL17244.8 ESR-3455 MTS18 FL10458.35 ESR-2613 MTW20 FL17244.8 ESR-3455 MTS20 FL10456.36 ESR-2613 MUGT15 FL17240.5 ESR-3447 MGT FL11470.9 SIM200803 NFM35X12 F1.578.2 Evaluation Report MBHA3.56/11.25 FL13904.6 ESR-2616 NFM35X16U FL578.3 Evaluation Report MBHA3.56/16 FL13904.6 ESR-2516 PAU44 FL17239.13 ESR-3449 HDU2-SDS2.5 FL10441.4 ESR-2330 PAU66 FL17239.13 ESR-3449 GLTV3.516 FL10667.8 ESR-2615 PHD2A FL17219.3 ER-0200 FGTR FL11473.2 SIM200802 PHXU3516 FL17241.20 ESR-3444 CS16 FL10852.1 ESR-2105 RFUS FL6223.5 Evaluation Report H1 FL10455.5 ESR-2613 RS150 FL17244.27 ESR-3455 H10 FL10456.6 ESR-2613 RT15 FL17236.3 ESR-3448 H10-2 FL10456.7 ESR-2613 RT15-2 FL17236.2 ESR-3448 H10A FL10456.6 ESR-2613 RT16A FL17236.2 ESR-3448 H3 FL10456.13 ESR-2513 RT3A FL17236.3 ESR-3448 H4 FL10456.14 ESR-2613 RT4 FL17238.3 ESR-3448 H5 FL10456.15 ESR-2613 RT5 FL17236.3 ESR-3448 H2.5 FL10456.11 ESR-2613 RT7 FL17238.3 ESR-3448 H2.5A FL10456.12 ESR-2613 RT7A FL17236.3 ESR-3448 H8 FL11470.3 SIM200803 RTBA FL17236.3 ESR-3448 SP1 FL10456.41 ESR-2613 SPT22 FL17244.30 ESR-3455 SP2 FL10456.42 ESR-2613 SPT24 F1.17244.31 ESR-3455 SP4 FL10456.43 ESR-2613 SPT4 FL17244.32 ESR-3455 SP6 FL10455.44 ESR-2613 SPT6 FL17244.32 ESR-3455 SP8 FL10458.45 ESR-2613 SPT8 FL17244.32 ESR-3455. SPH4 FL10456.46 ESR-2613 SPTH4 FL17244.32 ESR-3455 SPH6 FL10456.47 ESR-2613 SPTH6 FL17244.32 ESR-3455 SPH8 FL10456.48 ESR-2613 SPTH8 FL17244.32 ESR-3455 U24 FL10655.141 ESR-2549 SUH24 FL17232.13 ESR-3445 HHUS28-2 FL10655.3 ESR-2549 THD28 FL17232.16 ESR-3445 HHUS410 FL10655.4 ESR-2549 THD28-2 FL17232.16 ESR-3445 HGUS5.25/12 FL11468.11 SIM2008D4 THD410 FL17232.16 ESR-3445 HGUS414 FL11468.10 SIM200804 THD412 FL17232.16 ESR-3445 HDQ8-SDS3 FL10441.1 ESR-2330 THD612 FL17232.16 ESR-3445 MSTAM24 FL11473.19 SIM200802 THDH414 FL17232.17 ESR-3445 MSTAM36 FL11473.19 SIM200802 UGTS3F FL2033.1 Evaluation Report MSTCM40 FL11473.19 SIM200802 UPHD8 FL17219.5 ER-0200 HHETA20 FL11473.9 SIM200802 - - - LGT3-SDS2.5 FL11470.7 SIM2008D3 - - - LGUM26-2 FL11473.12 SIM200802 PRODUCT APPROVAL SPECIFICATION SHEET (2018) January 9, 2019 As required by Florida Statute 553.842 and Florida Administrative Code 9B-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a building permit. We recommend you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Category/Subcategory Manufacturer Product Description Approval Numbers) Test Pressures 1. EXTERIOR DOORS A. SWNGING ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-67.0psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.6 +67.0/-67.0 psf ThermsTru Fircer-Classic and Smooth -Star (NON -IMPACT) FL20461,9 +67.0/-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.14 +67.0/-67A psf ThermaTru Classic -Craft and Benchmark FL15225.1 +67.0/-67.0 psf ThermaTru Smooth -Star and Benchmark FL15225.5 +67.0/-67.0 psf ThermaTru FiberClassic, Smoothstar, ClassicCraft, Rustic FL7840.1 +67.0/-67.0 psf B. SLIDING MI W ndows and Doors Series 420 FL15332.1 - FL15332.5 +40.0h40.0 psf PGT Series 5570 FL251.10 C. SECTIONAL Clopay Building Products Residential WndCode Doors W5 (BX7) FL15279.37 +30.0/-32.0 psf Clopay Building Products Residential WndCode Doors W5 (16X7) FL15279.53 +30.0/-30.0 psf Clopay Building Products Residential WindCode Doors W5 (8X7) FL15279.85 +38.0/-42.0 psf Clopay Building Products Residential WndCode Doors W6 (16X7) FL15279.102 +37.0/-41.0 psf D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11637.1 N/A (see inst sht) 2. WNDOWS A. SINGLE HUNG MI Wndows and Doors Series 185 FL17499.2 +50.0/-55.0 psf PGT Series 5500 FL239.7 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +40.0/-50.0 psf C. FIXED MI Windows and Doors Series 185 FL15349.1 +40.0/-40.0 psf PGT Series5520 FL243.9 D. MULLION MI Windows and Doors Series 5764 FL15353.2 NIA PGT Series 5500 FL261.1 N/A E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 N/A B. SOFFITS Alside Solid and Vented Soffit FL15272A - FL15272.2 +70.0/-70.0 psf C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328.6 N/A C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A Florida Metal Products, Inc Vent RV10 1`1_215W3 N/A Lomanco, Inc DA-4 Exahust Vent FL17202.1 N/A E, ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A F. METAL ROOF Gulf Coast Supply & Manufacturing, LLC 0.032" Aluminum GulfLok 16" vide roof panel FL11651.2 R3 N/A 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A All American Shutters & Glass Galvanized Steel Storm Panels FL17W9.1 N/A 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Simpson Strong,Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 NIA C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 NIA Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 NIA The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection. APPLICANT SIGNATURE DATE +-a W Cn O U Cl) Q O W U C 0 ICU O O CCU U_ p > .in -0 C O CX /U'� V� ►J SHEET NO. PA 1.0 -41 N Florida Department of Business & Professional Regulation Page I of a Buildirg Codes and Standards zn7 z6ta Product Approval Application Detail Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Idea3we 12hffZ18 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Applcaton Detail Paol d 1 1I47018 Florida Department of Business & Professional kaguldon Building Codes and Standards Product Approval Application Detau PMP+ w 1 1/w2o1e -- � C0 C Q L � � O cid TS V /71 V / v IIITTTCCC ; � V O V L /� O i.i. O � �• O 1 ■ Y., - � 1••{� � O f+1+i�r s•F-• ♦ ♦ y •VJ `T� O `/�I•�/ V^J, W try O •tea /{1) CIO C V �•-� t` /r'� tee/ 3a ('{'i ``a �► O Y..{{.. Entity or. gag +jg(a Date -Pend fin per; ISsB VersionManufaMurer Contact Endneer.&License Validated By Valuated submitted. FBCA=mvW AeA=red §,(g(yg Revision 2017 Thermi Corporation Rlek Wright Lyndon F. Schmidt. P.E.. Ryan J. KIng;P.E. 10A612017 01/12120/7 I QM WO17 12112,2017 Approved Category; Exlbnw Doors (419)298•.1740 PE•43409 (813}757-6556 8ubCatepory: SYAni Exlenor. Door Assemblies Irkw@m1oldgconsutents.. Compliance Method; Evaluation Report porn a tom Ftodda Registered Atchi or a Licensed Florida Professional Engineer 5 ..w• wl .:.Y ', ':,... x 'i ,.:,.6 ,.-.,.-_ ��' ..., .... .� .. ..,.,. , •., .. S ,- t 'v x ...r a -. , s a rx ... .. ,_. ,•x ... .. ' OIlri Aaeumnce Aaorovedfor Lisa Approved iwtlas Ironed 211161a Seo:3 Product Model. NugiberorNama Product Descriwlon Cont Expiration Data inHj HZ Duteil HViiZ R.NaftiM Pressure 1 a. Thermi Rber-Classic8Mt1 and Smoot"tar Nominal 6S,9 21312 &quot7don-Impact$quol; Opaque 1020. No Yes No: WA Composite Edge Fiberglass Songla Door QnavinglOutawing: X confIgUraloen Cpde Entity w. pg(p, Bak Date Pori 21kl zam version Marruhclurer ConradEnotneer$Llcenme Vended Bv. Validated Submitted FBCAoorcvar Aom=ved 'fig Revision 0 7 The a-7 Corporation- Rick L do . Schmidt, E. - a J to P P.E. 9 ' 017 12t1 0 21212617 0 137201 Approved 2.1 m ru Wright Lyndon Sc m...,P Ryan n9•P.E 2113/2 3f2 77 1. 2/ .8 PP , Category: F-xierlor Doers (419)398.1740 PE<}3d08 (813}767-6555 - subcategory. Sv4ngmg Exterior Door Assemblies. dckw(lxtiNildgmnsuttants. Compliance Method: Evaluation Report from a coin Florida Registered Architect or a Llcensad Florida Professional Engineer g J a .. a ., y t ,: r:-','v.. ..�' -, ..v... .. ..,.. ... 4 1. € .. _.r. .,. ,.. r.•?,�,„ c-c',+.z�"'^. ,m.., .,. , ,,... .:.... .... . .......... .., .... :., r. ,,.:K., ...;v., .s 5.:a. ^Y- .._..... , .. .. .., , x ,,.. :... 1 r. ...:.a... ! rr ,. >-:>'z .. .. ;.:_ rc.<.J.:�,a >..3" .... ...x.,t t r v ir. Not" Aasurance- 0,41,vAcproviii0 Uae Aporovedl Uso I .. m ai � Safi.'. product Model. NumbermNarna Product Qlawption 'Contrast Excited- Data In HiHz ,Outside`HVWZ ResiTtant' pie ... re.. 1 a. ThWMA-Yru Fiber -Classic and Smoolhr sto Nominal 6&t0,'0 &quotNon-Impact&Wit; Op que 1213M021 NO Yes No N(A Composite EdieFiberill Single Dow (InswingR7UtsWing; X eomigupnon) Endk or Io 20 Deft Pension Res �YRa YB�laa �^r+Ta°�� EnaYraraL�nao WNdebd av yggp� § Approved ; Revision 2017 Therma-Tru Corporation Rick Wight National Aoaedttalbn & Ryan J. King, P.E. 12202017 001 1211 Approved Category; Exterior Doom (410) 298.1740 Management InaMute (813) 781 8u6CaWwy; SwIriging Exterior Dow Assemblies ddl^^I�^aDMBco^eu6a^N. Compliance Method: CoAMkation Mark orL deli cgnr nn9. 15245R4P QuAftggApproved Uss Assured for Use J� ( ;Ara= �Ig, mat Product Model, Number err Norma lgAM 1 a. &quctCI MIo-Cran&quot; ore &qunkBemhmwk by SIB and SM Opaque and Glued Fiberglass. Dow with 12r312021 No Yes No WA Therma-Trull and velthout Sidefers. sassing and Outswing � Ender w laic Do lute Pllld lac laic ]jj((g Vanlon fig, Vallaatwf By V $ubmlt9d E $t Revision 2017 Timm -Tor Corporation P.R* W^Om National Acc ed ow $ Ryan J. King, P.E. 12202017 0911 1111 Approved Category; Exderbr poop (419) 298.1740 Management Institute (813) 767-00 SanCalamas existing Exta dlon Mar AeYmblY ddcw®nPokigaan9utema Complbnea Method: Certlflce60nh Mark or Listing �^ PLa162SaA4 Products Approved Pot Use tm m g� >�� Product Model. Number err Name 1, HVHZ B P q 6 A. &quofSmootMStbAaquot; and &quat;aenrhmadr by SM and W opaque and Glued Fiberglass Dow vim 121312021 No Yale No WA Thernm-Trulli and Without sideave. Insw9g and outsvi 6 i. rmaTn gner•C assic an m h-8 err Nomlmleadf3,0&qudNmn•Impad&goof; opaque 27312020 No Yes A Composite Edge Fiberglass Single Dow (Inslir tSVi ; X o. urailon 8 i. Thermo-Tru Fiber -Classic arxi Smooth-5tor Nomina188dRi8;0 $quofNon•Impact$ptol; Opaque 12r31P1021 No Yes No NIA - ComposltaEtlge Fiberglass Single Door onswklg/Outswi configuration) - 9 1. Trrerma-Tru Finer-ClasslcaM Smootlr5tar Nominal 6&Ag9,8 &quotNoM1lmpact&1Woi; Olaxed: 12f31ft No Yes No WA Composite Edge Fiberglass Single Door - QnwingXMsving; X cmrOgurallon) 9 I. Therma-Tru Flow -Classic: and Smooth -Star Nominal i i i5quot;Non-Impact&i Glued 12/312021 No Yes No N/A Composite Edge fiberglass SM916 Doe - (InaMn eh tr ; X configuration) 14 n, Themna-Tru Flber-clud; urd Smooth -Sher Nominal S5,N39;0&quo1NwPlmpact&quoi Pl€2ed 127e1/2020 No Yes No. WA Composts Edgarli'llo ss Single Door nswin swing; Xconfiguration) n. anna• rU er•.. s c:a r e mp c Me o es CAmposle edge Fibergass Slrgie Door (OmaWngAwswirtg; X configuratori) Florida DepattRient of Business & Professional Regulation page 1 put Florida Department of Business & Professional Regulation Pape + w1 Florida Department of Business & Professional Regulation Page, mf 1 Florida Departrroent of Business & Professional Regulation Papa I of i Building Codes and Standards , 612a,e Building Codes and Standards 1mmla Building Codes and Standards 115=18 Building Codes and Standards 1151 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Appticaton Detail Smile Erslhu& 20M 21h Dab E'enclim 21h m laeaNJg. Sob Entl6tsr )tea i* Dab PA- sae ! She EMWar go go to Pam Rik Pr e4m+_�Ye Sack LI>ft Air 211A, Jt bmto PMURM lea DA VANH n Iknllkssi Caf#Act steamier Vallideded By Valkoatad swxo 01d FBE.AQproval Aminowd Ron LM Version - lYMfar&tur Cooled an & Up Vaained By Mang 3 MApproval Aggrieved At" ]Vita Version am Sit EnOkWM&LfCAM Velltlabod.EX Vaud Approved AW M ]Vat vmitat man11kMrtrsC contest Engineer L License Vilyawsm mow" si tmow FBICAaaCmrY AbaF4ered ANN Revision 2017 MI Uedama and Doers Brantslant w LUIS Robertotomn Steven M. Udd1, PE 08f132017 48ri 12017 W162017 f OH02017 Approved Revision 2017 W Undoes and Doom Bum Stanger Luis Roberto Lomas Stevan M. thidi, PE 011M 2017 081112017 081152017 1otiol T Approved Revision 2017. MI Widows and Dower Brant SMrger Loris Roberto Lomas Steven M. Uddh, PE 08f13i2g17 0a1iU2017 0er162017 10f102017 Approved Revision 2017 MI Wndars and Doom Brant SMnger Luis Roberto Lomas Seven M. Udch, PE 08113020t7 06M 12017 08/1 10/102017 Approved - Caegoy: ExONWrpoop SubCall"i Saffift Exterior Dow Assemblies Comp6anq Method: Evaluation Report from a (717) 386.3900 PE-82814 (717) 317.84U tuMngsr@m(tvd.aom Category; Exterior Doom Subcategory: Sliding Exterior DowAssemblbs ComobmsMSWad: Evabsfbn Report from a (717) 365mo0 PE-42514 (717) 3174WA IfeU(ngeratmMitoom Category: Exterior Doors Compltem4 Method: Evabatlon Report from e COMPIMpoty;88dkg Exterior Dooepeeeroma (717) 386.9300 PE-62514 (717) 317.84M bsakhgar�miwd con Calegay; ExMfgrpoop � ry' Exterpliance Miami ior �oAeeemblks rt from a (717) 365-IM PE-62514 (717) 3174 4N beaB+perarnMvd.cem Florida Reglaered Ambled or a Licensed Florida Professional Engineer Florida Registered Arahited or a Licensed FWW* ProNasiorml EnWmer Florida Ragbmpd Ardiaed or a Licensed Florida Prohsslorml Engineer Florida Registered Architect or a Licensed Florida pmfewlo" Engineer PLAH11131111i Produces- fluwkanumm AaarmmdforL%o ammkt.twgdt b=d Raft FLa153324M Products obsolete Assurance Approved for Use Agamenild for Use lmgilS paw FU15&124M Prawmb fl{MtitCBffiIgance Acclaimed for if" WAZ BWaa FUH5312-liell Produces Quollbe Assurance Amisravoll for Ube Approved for Use IMR19 112a Product Model. NpnWr w lane In Outside PMUM 1112111 Product Description Contract E=Imfiw1 Date In outwo HVHZ ! E[a aulB Escl ProductUMM-NumbKWNoma 11i 2W11111111AM Rnbftd Ptnum AffiII InH1@& ! RnktwdP$!gr! 3 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SOD REINFORCED OXO 12alMI8 146,3M$quotyt86&qud; No Yes No WA 4 SERIES 420 ALUMINUM SGD REINFORCED SERIES 42D ALUMINUM SOD REINFORCED OX, 1213irma XO, XX 968duo%xilliel k No Yes No WA 1 SERIES 420 ALUMINUM SOD SERIES 420 ALUMINUM SOD OW 121312018 145441equaW0$quoC NON -REINFORCED No Yes No WA 2 SERIES 42D ALUMINUM SGO SERIES 420 ALUMINUM SOD Oil XO, XX 12/312018 9611,quohx60&qud; NON -REINFORCED No Yes No WA mi Florida Department of Business & Professional Regulation Pager I Of 1 Florida Department of Business & Professional Regulation Fags t d 1 Florida Deparbnent of Business & Professional Regulation Pelle t a 1 Florida Department of Business & Professional Regulation page t d 1 Building Codes and Standards 9151m18 Building Codes and Standards lWole Building Codes and Standards 11arm+a Building Codes and Standards 1/52018 Product Approval Application Detail Product Approval Application MID Product Approval Appltcaton Detail Product Approval Application Detall 81113279i Sdo b= Varslal Mmukew EnINr or soom Ens JLicense Marketed By Rik laic Dam Valklosed submitted I= Asawevad 20 Aver9yad Elfin EIat927,114B4 SM Min! Van tkmlkctrer tstits m Contact grallMer & License ValMetedIla R4k Malmo no DM POMNM ggk Submitted EW AbDi Averaged )theta CO&. mna Violation Mmmdwtlrst RAW or Contact Endassr&LlxaeoyrmwBe 2ift Dom Deals Pondime go Vg119esd Submitted liAaanpvat AD EYta PJ 22k zynl Vankn Manubawnr !:rAw w conklat Enalmar &.license valeewav Dal R Dow PAMm Imo: Validated Settle 9 FOG Appr8yffi Aversyad tLtM. Revision 2017 PLa46279R6 Clepay Burling Products Company Category; Exterior Doom 8uhCalegoty: Sedioml Exeror DoorAesmMlbs Compliance ill,a Dedication Mark or Usti ProduW Made V*Mar%W Imeaek Testing Services NA, Gary Pruehter (513) 7704M Inc. (513) 519.86M mweOwfaldodopny, w 11,12211020117 01111012017 12/052017 Approved Revision 2017 Clopay Building Products Company Category: Exterior Doom Subcaegory: Sectional extedw Door Assemblies ComOWs MNhod: CerSfiepton Mark or LNMg Mark 4Vesbltidd Immtsk Tmang Servkxm NA, Gary Pfuehbr (313)770.8062 Inc. (593)51847586 rmveshrSeHrsclopay.cerin 1112&2017 08/10/2017 12IM017 Approved RevHkn 2017 MI Vgndowe and Dome Category: Exteriorpoon subcategory: Sldmg Exterior DowAasenbles ComplWmMethod. Evaluation Report from a Rodds Regbbmd Architect or a tlpnsed Fkaft Proresalonal Engineer Brom Stanger Luis Roberto Lomas Steven M. Urich, PE (717)385.3300 PE462674 (777)317$454 bsdlngetQmmd.com W 320'17 08/112017 08/15=7 10/102017 Approved Revision 2017 F1UlM4k" Product Pi Industries Cste9wy: Exterior Doors Su6Cabgory: Sliding Exterior DowAeYrnbVea CoapNWee Mstlled: CemScatlon Mark wLlsMV Dean Rualk Miami -Dads BCW - CER Miam4Dada 6COO - VAL (941)48-0100 (786)3162590 druark®lpgtnduahise.com 1202017 1128=17 12252017 Approved � E48.d Product asocial. Mirdw or Home QLWM Assurance Product Description Contrad Expiration Admovad The the Appi fix Ues DdeInHVHZ OuWdeNVfQRnwtgm brash Din Pmoom Elan Pg,9ga,IroM.NunibwwNuns QualiltiAnurom laradsidVismajoi corAmot Expiratim Dow Approved IntAliZDow&!+ for Use Amami for Lisa IMM 2OW PJalaars FL#1533244 Products lea Produce Model. Nu^�r� Quaft Am Assumed for lies Approved for Use Immwt to out" J Deskn Firestone 037N-09 3 PAN-2Pt61: Si 94, 73, 75,15M. 190, 78, 7614NST, 4RSF, 9W, ORSF, 2RST, 48, 42, a5, 488, 428, SUS, Goss, GD5SV, GRSS, GR58v, ARSE, ARBSV, ED68, ED5SV Steel Pan (min. 25 era•) SloSWCar (up to 9W vi 0621re= VWNDCODE&M774; MDamage Dow late Y" No +30 PSFI32 PSF 83 053 Wi PAN-2Ft51 Si 94, 73, 75, 1SM. 190, 4RST, 4RSF, aRST, 6RSF, 48, 42, 55, 488, 42e, 56S, Goss. GDSSV, GRSS, GR63V, ARSE, Alin EDi EDSSH Steel Pan (min, 25 gg.) 00010aCar (97 to 16W 05212028 vide) WINDCODE&g174; ne Geroge Dow No Yes No +30 PSF7.30 PSF No 6 Produce Moi NMnber or Name SERIES 420 ALUMINUM SOD REINFORCED Contract ExdpaOm deb SERIES 420 ALUMINUM SOD REINFORCED )DX 121311 1a 143&quotx88$quot; Ayer d,ierlka AsprovdfarUso Jrso�t in f fi Outside NVFI2 i No Yes No ,Praasirn NIA 10 SGO.5.470 (Large Mbsrks ImpaW Vinyl Still Glass Door 041742021 Yes Yes Yes WA Q O Florida Department of Business & Professional Regulation Pfage l mf2 Florida Departtrnent of Business & Professional Regulation Pawl of i Building Codes and Standards IV12=8 Florida Depaftrnent of Business & Professional Regulation Pspa m w1 Florida Department Of Business &Professional Regulation Papa tort M E— Building Codes and Standards Product Approval Application Detail 1 crate Product Approval Application Detail Building Codes and Standards Product Approval Application Detail tell Building Codes and Standards Product Approval Application Detail 1=10 FLa1158f.R7 &.4nt: Zygq; Vamlan M nufactumr Ennis or Contact Engineer&Licence Vg((gated By Qgtg Validated DaCAo, vita Gj(g. 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Munihw err was auslmnAesurenu Amanared for Use Apgrand for Use leases m.tl1t$. Btl� Dmlat FmgyQ 2 185 SH 52x84 Fire lings Frame IG/SG'Single Hung 101092018 No Yes- No +60/40 1 607, 707.727, 747. and 9418ingte and Palm of Dower Flush, Glued, And Louvered Mngb and Palm of 121312025 holbw mstal doom. Yes Yes Yes WA 83 095 Va&09 PAN-2F163:73, 75, 84A, 91 48, 428, 48B, 4RST, all GD58, GR6S, ARSS, EDSS Steel Pon (min. 26 on.) Single-Cor (up to or witle) 0612111 WINDCODE8J174; WS Demos Door No Yes No +311 PSFI.42 PSF 102 102 VA46 PAN-2F153: 73, 76, 84A, 94, 42, 48, 42B, 48B, 4RST, 811 Goss, GRSS, Ari EDSS Sad Pat (min. 25 ga.) Doubk•Car ter to 18'Y 05211=28 wile) WINDCODESi174: We Garage Door No Yes NO +37 PSFI.41 PSF Y) O Florida epa en of Business-& Professionalego a on Page for 1 Florida Departrnent of Business &Professional Regulation Building Codes and Standards Page 1 or t OW$ Florida Department of Business & Professional Regulation Building Codes and Standards Page +mf 1 i/mo+e Florida Department of Business &Professional Regulation Building Codes and Standards spa 1 d t trawls Building Codes and Standards Product Approval Application Detail 1211TM18 � ^W^'' W Product Approval Application Detail Product Approval Application Detail Product Approval Application Datatl (D U) MENOMM!i MENIMENEW Qua rL,g odVersion Manufacturer Entity or Conrad Endlneer&Lleerse VerddedBV 231J., 21(e Date Pantlina Pa$ yaudi" Submitted FSC.Awi A maL eg: stews ICU d 220 LM Vanlan LM Revision 2017 MI VIAMows and Doom category: VMndpas SAlicabgory: Fbmd Coag9Mnce Metlpd: CeNflratlon Mark or us" EMmr car ttgilaa Ma1�L &rantso w Amerksm Ardxitee0rml Stevan M. Udea, PE (717)386.3300 Manufacturers Association (717)317.8464 b lli gw®INed.aon 20 20 its Pardee Velldtied EatmNW MAGWWAI 12131/2017 121312017 2 Aea�erl 011042018 >'t Approved � ]Mat MEW20 Revision 20t7 For industries category:Wndows Subritegwin Peed Compromise— Med: fuNnratlon Mad oLbtlnp state or EE�ams W cowtsd gw&(Jldabd By Dean Ruark MIam4Dada BODO-CFR Mlml43ade BCCO-VAL (941)48"100 VIS)316-200 dniadc@pgnndualske.com t� Vglltle� 12202017 �k. Dole Pencim go 1 12I0M17 121261 two Approved - code Must Version Revisran 2017 POT Industries CategwY: Wodom Subcategory: Single Hung Compihnos MMaod: Certification Mad or Lining - Smile w unm caaw Krakow a LlValidated By Dean Road MWM-Dade BC00-CER Mbm438de Deco -VAL (941)4W0100 (78S)315-25M dmarl�pggmlmMea.00m � 20 tffiePan4in Ra Valdow PBrAI annoW 122012417 12I=17 12MIli to" Approved Revision 2017 MI Wndows and Dairy Brant Slinger American ArchOeml tluSteven M. Ud12tl1g 0 ch, PE 011 11032222 018 01018 Approved Category: Wngows (717)366-3300 Manufaclurem Associoliox (713)317-8454 Subcategory Horkomal Slider bsitingerenred.corn Compliance Method Collocation Mark or Using Ft'vN6`a5i4§SPilsdLwM :-x,. rr. n..,5 ,,.-, ..: `n .... ,,^ ,., :.a ,.,. =",xa , , • , ,.. 'x= n > . , . �*-< , e• . T , d < . ,. O a. 0 Ral534111,119 PortsFL#2434UO Products Ft s23SA26 Prodants seat P aduc ModN. Numbae or Name Qu Ilt ere umnce: product Deseneton Contract Fxwretbn Date Approved for po :Uae Aro.vd for Use Impact JD HMA& Outside HVHZ Reslatant ijygigg Pressum a192 lercelluot Model, Number or Nome Product Description Sconbad0MIMoonpak Approved for Anwavo stka In HVHZ outmbmm 1monpS Realdent ! Pmmm - Awl Product Model. Number , Ifteres P.t4thonDnedmon Contract Exaltation Dole Aparovedfortles IatEQtz !! 2mwolm goshawk RMIM P.rsl m AKE -. - Product Model. Number wHomes - OualbAssurance P riom Conti Exploalkin Dab Asnaroveld for Asammed for Dim D Lai= 4181WtHi Resistant lam Panama 1 HSISSFIriandRansaFrimi 73x62Insulated Gass : 02116201.9 No Yes NO +65t-55 1 lea PW 73 x 72ImAL& d DIY 0403=8 No Yes No +611 9 PWi (Loge Missile inlpaa) Vinyl Fixed Window 09=020 Yes Yes Yes WA 7 SH•650D (Large Mssib taped) Vinyl Single Hung vaidow o71302020 Yes Yes Yes WA C O L Cj U/�) Florida Department of Business & Professional Regulation Budding Codes arid Standards Pew 1 of I 116"Ill Florida Department of Business & Professional Regulation Building Codes and Standards Page +d t 11$no10 Florida Department of Business & Professional Regulation Building Codes and Standards Page 1 or 116018 Florida Department of Business & Professional Regulation Building Codes and Standards paga 1 d i 1/51201S � tJ ,a.�,e W Product Approval Application Detail Product Approval Application Detail Product Approval Application Denali Product Approval Application Detail � W "53111 FLi2614111 FL813024MI S9112 KMW Oak Eats Dab Pendma Pak 29111 BidtitWr rota Do Does Pencene Dal Sails EDltt or gal 21& Dab Peraling laic 2ft ladercr 2AIA no IataPKUNM aria 11W Vamtm Revision 2017 uLnuh m Thama-TN Corpoaton Category: Exleft Doom SubCatogoi 81vlreglog Exterior DowAYambllY ComPOatnce Maned: Evaluation Raportfrori a Florida Reglebpd Archled or a Licensed Florida ProbYbnal Engineer le9ntaf$ Wimawof Rick Wright Lyndon F. Schmidt, P.E. Ryan J. King, P.E. (419) 29111 PE-43409 (813) 76741555 ickvlrmnabldgognauaante, twrr Vaud EIemlLLell FWAo,,*vW 10/18=17 10F782017 1022201T Aserove9 1211 Approved Verwen Revision 2017 Mmnufww MI Undoes and Doom Category; Undows subcstai Mumop Compmunm ll ' , : Evaluation Reloodfrom a .Florida RegbNmd Architect or a Licensed Fkrlds Prghesknel Engineer egnwd Enk—&l Validated By arontSMngor Luis RLome, PE Seven M. Urkh, PE (717) M43DO PE-62514 (717) 317-404 bggarrgarrsniwd.con Vey 10232g17 Erbml9ed PW Aporoval A -roved lobs 10/282017 12f1221017 #me Approved LM Version Revision 2017 f,(, `IIii Products tkMkk4ner PGThWusbies cateow. Windows SubCasagary: MUBorts Compliance Method: Certification Mark or Will Sdtnwa Engineer lJd� VolidetedB, Dean Rimak MImFDade BCCO-CER MmmFDade BODO-VAL (941)48"100 (786) 315-2590 dmarlcapg8ndustiee.com Vaud Subrinithad ISCAmprove A9wai 12052017 11115W17 7ZVM17 two Approved Iyaa Vaal ert Reall 2017 #AanubmtI James Hardie Building Products, Imi Calm Panel Wage SufxCabgory: swig coam, Wros Mad : EvakwBon leapart from a Florida Registered Architect or a Licensed Fbdda Professional Engineer erdrew&hares VAB&ddBv Pingehwg Zhu Rould 1. Ogawa John Soothed, P.E. (909) 349.2927 PE-24121 1367-2626 PingsMnpshuademachar dte.con Validated $utmMW POOAppravAl Aparsxerl 082512017 OWOM17 082815W 10/102017 - 8�n Approved z z Ammed for Use Approvedlarlilits big& oubMe NVFI2 DWE rs "31924M Product, J + 8eo a Product mum. mwmww Norm g sM ANmminn Product Description Control stanlrWon Approved for tun Approved for Use Dab m Nvxz Ouboft NVtNZ JOW t I Dalkon Firestone AKI 1. !ma>1H HYHZ t � tlIon.0 Maligns for All Doom and YWntlaws Alumnum Muaorm - o62&2021 Yeses Yes Yeses WA (�$ Prod ct Model. 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Cliques John SoWmd, P.E. 08126R017 OSA91Mi7 061l 10flVA17 Approved caramel Pants Wells (909) 349.2927 PE-24121 (352) 367.2528 Subcategory: Siding pingehwg2kmo aolw Compliance Method: EvakmWon Report from a dis.00m Florida Registered Ardstsat or a lksasm/ Florida Probational avinwn PL1N319240Pmdueb Apprpradbrut{ $ !gt F 1D� Iflllii lrttllY@ 2 HardimPank Lap Sitting 111mrcanem lop siding l21311202D Yes Yes INA WA �.,�±.. sale llmlaLgg lZtle lakPslit✓loa Jak BM version ism gust vw. . By vll� E1 FSCA9armW Anatol 51sm Review 2017 ka Vvendo ws and Doors aem Stenger Lob R Lomw, PE Sown M. Urich, PE 102=17 IWINOIT 10/262017 12/12/2017 Approved CrssgorY: VAndmva (/17) PE82514 (717) 317-80.54 g r16Catepory: Mullions belfnger®mlwl.cgm Compliance Method: Evaluation Report from a Florida Registered Architect w a Lkamsed Florida Professional Enpinwr I!g! b1HImL FDBSBra 2 6764 Vertical Aluminum Mullion 12r3l/2018 No Yee Yes WA Ptsmt.all S8G9 1 risk laic Jab Bak Ilfm version w Sr9� vat( vat S I Aoais�t Iwo Revision 2017 POT Indust" own Rusd famFDeda SCCO-CER MNm4)ade SCCO- VAL 1210612017 111162017 121OW417 Approval l.ehegouy: Wlntlewm (941)18t40100 (788) 315.259(i 8rutuCemegmy: Marlboro dAarkifpgtlmMmabbm.com C=V Wwa Msihod Constantino Mark or Leong ELa2674i11 Fhodmeh Apownd for tors Apoted be time Product Number of ct lbal in trim 2ui l Pam. 1 Muamms forts Doom and VAndowa Alumaum Wnone Oy282027 Yea YYesYyesWA OJftat924t6 Sale 11daeLst go no gmEa�a g� no voodoo � v By Validated &Wmll� FE Aodamad sttbm Review 2017 Jerome Hal Building Products, Inc. Pagrherg Zhu Ronald 1. og"a John Southard, P.E oBaMI7 08/09=17 OtIh82017 10I10I2017 Approved Cµpory: Penal Wage (� 349-2927 PE-24121 (362) 361,25[6 Cam paonco Method: Evaluation Repot from a dis.cam FlolSubCdogir &dkg P u m r FTodda RepNbM Arutrtct or a Uaemtl Florida Pmuss ono Engineer pilmducto 1.9■i Is Pm MAMArweeMan.r. wNumearerwam In4 l6� ! 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W1emvich, PE (8� 7883411 PES9186 (984) 772$224 OWU12017 OR20/2017 0BMM17 12/12Y017 Approval Florida Registered Amhtwt or a Llksn"d Florida Professional Engiswr, Florida RegWered Architect or a Licensed Florida Probasiol Fs naglurrr Florida Regisered Archtct or a Ucsroad Florida Professional Engineer Professional09EngineeriteU or a UONkaed Florida FL&U192413 Produces gag Approved .Awl, Aerosol in Gust for them #Mend HW¢ 8latekn5 pacm E[ltllae 8 Em.F Prodat Model. NuMero New Product Dworb*m cormedoxvwmon Des AEA ADOrwmd.for a�Ng We I outsw latlm FS@4[e lw PaduotModeL M--am awdw Product oawteson Asicreved AN thas Approved for LAID All oVt1k1s taill Deal Prcesme AaE Product Model. 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Thompson, Inc core Thompson ArtltNcturel betels Company (TAMCO) Category: "Irg Tony Cabkkrlon Za ttery R Pried Logue Borden (613) 2483456 r£-74021 (334) NO-IWO tonyagonatahco6ng.com 10110=7 1011012017 1011712017 12172017 Approval Revision 2017 LV. Thompson, Irel dba Thompson Architecturµ Melds Company (TAMCO) CetagoY: Roofing Tory ch utRw Zachary R. Pried Locks, Bowden (813) 24"M PE-74021 (334) 300-tSOD tony®gmµskoofing.00m 10MQ2017 10/102017 10117r2017 121Pl2017 Approval - Compliance Method: Evakotm Report from a aubCabgory: Roofing Accessories that are on SubCoMQMI Roofing Accessorise that am an 8u bCeappry: Rooting Accessories that we onFlorida ■ � Registered Profrwbnµ Engineer doaLkenwd FWHa System cmwm t AlmondPart of the : EWluµionReportfroma Florida Ropbtered Archeed or a Licensed Florida entograt Part Of the m Evagsystem klµNn Report froma Coa*Wrw Ummh* Florida Registered Ambient or a Utnwd Florida Nagral Pert lea Roofing System CatrmpNonce Wtlrod: EwWasak Repot from a Araµaa or Llanesd Florida CIO Professional Engineer PmbaWW Engineer P NRer�red Enkginaor lag Pffloudstood.NummorprNmerm, gmikhomm pmdlmtowoxhmm Centel Excitation Approval for Lima Assignment DOD In Ill OaatHVHZ for.Uri 1m)m Rnbt&M goft pnmm FLNIM54t2 Products g, 6 No. 15 UL Asphalt wWroM organic loft 01107=19 yeaYw WA W 8aa! 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Murderer Mean QLMM Also Product Demanded- ApmwndftrUn, Actual for be0how2awm InWAM oub".HlAfi Resident Palm 31m1 cumm Amproved..for Us a Approved lnyyttt, oubludeffm for U" h"Dmd Raesm Raft Pr"- 1 TAMCO Flat Top Off-RIdga Vent with Beft for Too 26 ga. sat root wrmaW win III OWM026 Yea Yw WA WA 2 TAMCO Gooseneck Vets 28 ga. 09J08I202p No Yw WA +01-52.5 3 TMAC,O 0"Idge Roof Vent with Basis 28 ga. steak mot wntlaforwith imegral bµ8e olloo 028 Y" Yw WA WA O Florida Department of Business &Professional Regulation pages ai Florida Department of Business & Professional Regulation tg Bhlding Codes and Standards Pape f at +ails Florida Department of Business &Professional Regulation Building Codes and Standards Peps 1 a1 iffim18 Building Codes and Standards Product Approval Application Detail nrm+a Florida DePBMhedtt of Business & Professional Regulation Building Codes and Standards Page 1 ai InKole ■ Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail C Entity Date Ode Daa Ponca- 0*0 SLVersion Manufacturer Contact Enalneer&Lcermae Validated it SubmittedFBC liooval AoWO Status FLMM24U FLM.SMAi' 220 mm verb Namd� Entity 1iy CorrectCorrectW End- & License, VdIddW 20 go j(■UM 1N Da*PWK*M Ode Am &ion! 221k mm vessel Nam aribly or � E�$L� ValMaad0, Iak iak ValidatedEddnated ode Pmudba Zak FICA■rmal Amaral ANN Revisal 2017 Lomanco, Inc Cdgsor ory:Rol Arl Carter James L. Buciaer, P.E. Steven M. Urich, PE (501)982-6511 PE-31242 (717)317-8454 04A92018 12M 8/2017 W512018 06/12/2018 Approved � MOM VersionNmifwwut IS E adBy ggwm Eri-&L� Masthead Ode Iak )lam Etlbm�d Dab �:r laic fBS .AaDt4ltd Aaals>Nd Edna Revision 2017 L.V. Thompson, Inc. dim Thompson AroMtseWral Metals Company Company (TANGO) Category:Roofing eubCateaoryr: RooMg Accessories that are an Mte9M Port lea Rookq System Tony Christman Zachary R. Privet Local Boadon (873) 24SS458 PE-74021 (334) WO.180o "Goomwiroo6n0.wm lo11o2W7 1011=017 10/17=7 12112=7 Approved Revision 2017 Florida Metal Produce Ind. Caagory., Rool 9ulCabgory: Roofing Aecea9al" thµnre an Integral Pet tl1a System Coarpllanw Metled: Evaluation Report ban a Clerk Jones James L Bucker, P.E.A Michael John Ramer, (904) 783$400 Call Engineering P.E. cWkdlittwroo.com PE•31242 (561)414.7867 10,75M17 IOA920t7 10127/2017 121122017 Approved Subcategory: Roofing Accessories that ere an Ime9ml Part of the Roofing System Compliance Method: Evaluation Report from a Florida Registered Architect ors Licensed Florida prof n wr ecener&-anco.com Review 2017 Borel Roofing I MommdJNtfe Category: Roofing Subcategory: Rol Time Cep MWmd; Evaluation Report from a Product Evaluton Easy, Thomas Jar -art I~ Uniform Evaluation Gary W. Wall (602) 2W2288 Services I.I.C. (205) 854-0160 thomelenmmit@boraLw m 10118=17 10/OSWi7 fa12U2017 Approved ■ CtarpkenaMelhad: EvaWaOdlRport from Florida RepWerM Arddac orsLbneeU Pilltisane - _ Florida RegisleredArdlhect oraLkecead FloridaProfessional Nobodies) Engineer gMdkAmNta021 Amaral Art ltea Approved Am them IMR191 Doom" FLMS804H awl Engineer Produces Product Model. Numiwer Name Quaft Am rim Productaaekdm commet Radiation DM AMammd for U" AonmadfwUn 1, Hills 021a 2li§MLMtli nobkd limlm F -Prtcia Sao it 1 Product Model, Number or Name Deck-Akr-DA-4 Quallly, Assurance Product De4vlo6on Cpntm Emlratlon Data Low Profile, Poiypropylens plastic, Roa Vent 07i10rz027 Meahanicaly Attached to plywood Deck. Aur Quad for Use AoorovedforUse In HVHZ Outside H-M No Yes Imoact eel e No Design resure +9756975 FlEL11.Et17d154 Inn 27 Product Model. Number or items VIII&WO OuBWAM� Medium Pmfm-Donor 1064I2018 AW,,dfUm Approved No for Use WAN Y" WA Was WA 9mt Product tout. Number or Narw ProdwLDNMotfon Control Ewk&ftn Deb Tell gWtidlorA i PUIBMm Premium 3 3-FlAMCO &qud Rv lO Ridge Vwt&quot Aluminum Ridge Vards for ptehed roofs fabricated IV312020 NO Yes No WA 4 TAMCD Round Top Owe Vat with Soft for TM 26 ga. sale and ventilator with bafe OQA*` 8 Yes Y" WA WA from 0.026' Aluminum O 4-0 Florida Department of Business & Professional Regulation Building Codes and Standards Peps i a 1 16rP+b Florida Department of Business & Professional Regulation Building Codes and Standards Poplar 1/fil Florida Department of Business & Professional Regulation Building Codes and Standards Page 1 a i 1152W1a Florida Depafinent of Business & Professional Regulation Building Codes and Standards Page of I 1 6201a � nut, W Product Approval Application Detail Product Approval Application Detail Product Approval Application Detall Product Approval Application Detail U) M F18142mtt Smle Enter or title !ag lakes !� mm version mondKom 99Dte9E EMbab�&LIM Vaudtk.l8( Yam jmkmm FROAopsMfd AMmoved awn 9[1Stt sea lunar or late late � Iym V" lkmtleNge:c fi9DteQ1 Vgk%Wbi voldvkw Subsolthed FISCAnwaM Aarmed! maka BJfiti 220Etttt�pi laic laic 2Mt.PlOdlm � ]Ym VKk rum conmt Oradell&Litres VaUdoadBy valldsud Sdilmubd FRO Approved Aboxwed ama t3,IIal9$71 Silk Ji)>lrtrg Rork late lak.Pfmtl■ P9k IYm version Namukct■t carried enakmr&Lluws Vtodgm yellow El.mnbd FD.QA Approved S.kbM Revison 2017 Bonµ RooftiMMWLWM Category: Real SubCabgwr. Raoli g Tiles Thom Jemcet IAPMO Uniform Evaluation Gary W. Walker (602) 260.2288 Saviors LLC. Most 854-0160 t o boral.co 41YIM17 100612017 fa21Y2017 Approved Review 2017 Bored Roaing l MonierLfiµt CAtegofy: Rool SubCabgory: Rookg Tow Thom Jammas WPMO Uniform Evaluation Gary W. Walker (602) 289.2288 awl=$ LLC. (205) 854-0180 thomas.lonmea@botal IOML017 1ogo2017 1012WO17 Approved Revision 2017 Sol Roo" l MonNd.i k g BuhCabgory: Raokg Toes Thomas Jemmon IAPMO Unill Evaluation Gary W. Wafter kw LL ( 854-0180 thamaaienwrkall�txxel.co 10118=17 t0AM2017 1021=7 Approved Revision 2017 Bored RoolI MoAWUfµae Cµgory: RaWfing subcategory: Roofing Taw ThomasJmnmtt KPMO Untm Lvatoatlon Gary W. Water (t{�) 269.2288 Sarvlow LLC. (200) t164-0180 thomealemnaBQborel.00 101182017 10/00=17 INI/2DIT Approved O ,Les Caa>pBonca Repot a Product Eveluallon ErAeN m Complonce Nµhod;Ewhrson Report hung Product Fvµuatlon Edgy m Canptwca Wood fity Report from a Product Evaluation EnBy m ance Pmdt Compliance Almond: Evaluation Report from n Product Evaluation EMsy m CL FIi.Produda IlLS734941111Produl FLP"94UI Proms t Products CL Ego 9umftcAmmam Approved jor LW Approved bye Outal for UN !mint HVHZ t 2WO elmgm AKI ProduetMedN. Ntmbx ar Nerve gIMIlaLAmmmm P p, Approval for LIM Anatomist 1n Hi lZ .Outside for ORO Plyl Resistant Bolan Pm um awl ProdraMedal. Number or Neer ONNN Produce Dwyiodon Contract Excitation Dab In HVZ Ouldca.NVHZ warn Piedmont chain From- Am! Quotas Au, Anwand for time Approved! In HVHi Ouhg for time IMMA M.Hill Retilm RWm Fiscal 28 Vora 900 Medlun Pfdk-Lake Waits, FL looms No Yw WA WA 16 Seoul goo Fiat Profe -Rlelm, CA 4004=18 No Yes WA WA 17 Solmny 900- Country Slob, Hartford Slow, Shake, Slob, Spa OM English Thatch Flat Prase -Stockton, CA iQOe2018 No Yw WA WA 18 89XDAY 900- Country SMW Shake all S4Ee Flat Profs-Handemon, NV 101llrms NO Yea WA WA U O V/ Florida Deplarbrlent of Busheas & Professional Regulation Building Codes and Standards Product Approval Application Detail page l a I 1nn0I8 Florida Deparhrtent of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Po.1 a+ +r"+e Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detall Poo+a l 115=18 Florida Department of Business & Pmfsssional Regulation Building Codes and Standards Product Approval Application Detail Poe 1 or I Imme FILM MIll Fla/S494H1 B PLAIS67640 LU 22511111 mm vital Revision 2017 Unud§CUM Bawl Roofing! MorbdJb lea Category: Rooting Subcategory: Roofing Tiles onm owdid Er d-&Llram VmKdM15LMt Thom" James IAPMO UMbrm Evaluation Gary W. Walker (sm 2694,M $awloss LLC. (205) ass-oi80 Momw.Jmmea@bomLeo dot: laic vtdWWd itfl4laNd 1011817 1n:052017 Dft PKMRW DM IllJlmmml Aid 10r rA17 IkWte Approved 220 IYm vmlm R"Ieft 2017 Nair Bored Roofing MW"&H*Ba Category. Roofing Subcategory: Roofing Tins BrAftor Contact F.mlogne &1.1- Wadded by Thomas Jammed All Unafmk Evaluation Gary W. Waatsr (W2) 2011-2288 SWIM LLC. (206) 854-0te0 suomu.Iem selttilboral-w 21h chit XWW" joillosisad 10flVA17 fall1s/2U2017 DWA PWt M !ak FECA=MrW Agcrovad Iwo Approved 2911 has vmkn Revenue 2017 Amukd- GW W Protection Products, LLC. Cebel ahulam DuhCaagory: Storm Panels grow or Srs:omt End�3 Lk� velMead B, TIm Robinson WatrA.TOB Jc, P.E. John W. KromovkPE (954) OW750 Pill (954) 772-SM thn.roblosontilloppentoom Rork Bak Dab Pffldhvi vas W Bull; d FINCAngell 08I0I)M17 091112017 872M7 0h, giro AcomyRd 121I 2017 $Wm Approved 220 lYm vow Rannoch WIT 1 Gobµ Products, LLC. Cabgvy; Shuftm eubCahpory: Storm PaneN Eger contact Emlaaac&LID- valbigial 0, Warr A. Tim Robinson WaA. Tga Jr., P.E. John W. Knegevich. PE (964) 00.7545 Pl (954) 772-0224 tlm.robi"on®gppem.com 21k 20 valid Submitted 09106=7 OBI3112017 owponam risk FM Actual Approved osmirm17 12122017 awe Approved Z leaned; Evskatio ROW Product Evaluation Edgy Ill a m Compliance Modrol kuµlon Repot from a Product Evaluation EMky m rnWWrce Method: Evelwtior Repot from a FloridaConstance Cl Rep Architector a Uoeruetl Florida Compliant Wood: EvakwOm Reportfroma Flonds Registered Architect or a Llcenwd FtorRegistered z MA7U§6ffli Products lr�l Products Professional Engineer Probsslond En~ Q Guests Am� Aowovod far Use Appeal for Uns, Im■dt gtlim gl.Rkhm m4s Aponwad Air Uses Aga " Immd Pnkn e J 229.E Prorka:tMnls! Nmmberor Neva g Contact Exokedw bl.lAQS Oust Nvr¢ lResistant Pmam 12" Product Model. Number or Name In-hVHZ outside RNWM prmm rnrtity Asnink t Approved for Use Approved be Use BBR§d Codes QLuft Assu Acclaimed for AcommdbU" bl2ld Dmkg a 19 Saxony 000-Country 61OW, Shake, Sloe Sual Split Flat PmflW-Lake Wales, FL 101042018 No Yee NIA WA 20 Saxony goo -Simko Samp; Slob Fiat Prelim - Lµhrop, CA 160412018 No Y" WA WA 8m0 Prodmt MoftL Number or None Product Dasartctlon Conrad Bmimapm out In "M oubwe pwrWa Pre$ ce 11MILLt PmdMOodoLNwftwor Product DmdoUm Conbvdbwbeson Dora 1. Outside Rnistad pro"= Shake 1 20 Gap Gabed=ed Steel Storm PandaliVF2 Corrugated Galvanized Steel Storm Potts rWbad 12131MG19 or net by tmdr to provide hurricane promotion. Yes Yea Yes WA 2 24 Cage Galvanised Seel Storm Pm WMHVHZ Corrugated Galvanized Seel Storm Panels retained 12,112019 or riot by tracks to provide hurricane protection. No Yes Yee WA SHEET N0. PA 1.2 Florida Department of Business & Professional Regulation Papal at Building Codes and Standards 1/1/20i9 Product Approval Application Detail SrgSle Entity or NEW owe 2110 Data Pending Data "Pride version Manufacturer contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status. Revision 2017 Ad American Shutters and Glass Mike Barbieri Frank L. Sennatlo, RE Troy Bishop, P.E. 04202018 10202017 04202018 06/122018 Approved Category: Shutters (561) 712-9882 PE-0046549 (954) 947.0880 Subcategory: Storm Panels mikebMallamerigonshutte Croaiiance Method Eyaluellon Report from a rs.com Florida Registered Architectore Licensed Florida Professional Engineer Quality Assurarce Approved for Use &Myedfor Use Impact Design gat Product Model. Number or Hams Product Desaimlon Contract Expiration Date in Ill Outside HYHZ Resistant Pressure 1 24ge Galvanized Steil Storm Panels 24ge Galvanized Steel Storm Panels 12/312019 Yes Yes Yes WA FL#11Bl4tt sm Ilan vemm M..ub t ■[ Revbbn 2017 my Building Components Group Inc Centel Structural Components SubCOogwy: True$ Plates compliance Modmxk. Evaluation Report from A Product Evaluation Entity FLe1 W94M Produces !tea 4 ITIN SMAll Were Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Applit ation Detsll Entity or fiewrd lamer a U am Validated far u Swart Lawns ICC Evaluation Service, LLC Vdlam M. RenlOd, PE (847) 9184473 (407) 681.1917 ctewh®uipinetw.cot Page i of 1 115=8 21b got Deb Pending 219 Vandal EubmtlMd Ill AbWa Ml Approved AMM 09/iSM17 ODWM017 09212017 Approved CkNEWAmonce Approved far Asmroyel for the Imm91 Detail Product Woodall M Dab In Ill out" Pllii J PMOVAN Meld Connector Plate 121314= Vet Yes WA WA PLI"olo 4 990 Ism VMetea M nuf&W" RwWon 2017 rTW Building Components Group Ind. call 50uctund ComWnents Subcab9ay: Truss Pees Complaints Mmhock Evaluation Report from a Product Evaluation EMS >lueModel Number or marble 1 nW BCCa+Apine Higher strength (H &amp; s) Florida Department of Business & Professional Regulation Pap 1 or 1 Florida DepartPagel Department of Business & Professional Regulation Building Codes and Standards 11512o1e Building Codes and Standards 1/sao+e Product Approval Application Detail Product Approval Application Detail Enftor 291 22e1 Dow Palatal 21M c Eppbea[BtldellLLt Wadatodev Ym61ateII Egg FOC Aparovid A Awe Swart Lewis ICC Evaluation Service, LLC WMm M. Rental PE 09M92017 09/012017 09212017 Approved (847) 918-6473 (407) 681.1917 slevrb,lillaipmsev.- d9amned.for Use Amsted for Use 9B914f 219m Product ostentation Contract Expiration Deb Do Hl oub9ft Hill tt 2R>rM■ MOW Connector Plate 121312022 Yes Yea WA WA Florida Department of Business & Professional Regulatia) Building Corby end Standards Product Approval Application Mall Pap 1d1 115.=5 S96 D allker date oak go mm Verdun .lam comM'd lowu Aliaeeu validated ay Validated $mmlmd FffiaAmmnl Anneal Awl RevWon 2017 Mrrek Industrial Inc David Vied ICC Evaluation Service, LLC ICC Evaluation Sardoe, IORM017 10fl u20t7 1022=17 Approved Category: Structural Compensate (314) 861-7480 LLC. subcaegory: Tnats Ptetes dvred¢mlLcom (205) 68&98W Complhnbe Method; Evaluation Report from a Product Evaluation Emily FL621974t$ Produces Egg Product MotbLNwnimalloma Product conbadExokavmodp In HVHZ Nomet PL@!gLL 1 1418SH5 18 ga. super high sbengtil Val connecter plus 011012029 Yes Yes WA WA Search Cdbda tom! R"Isl n 2017 TIN Steel Components Group Inc. Cabecry: structural components suhcostie :Trots Pktea ComplYna Matha1: Evaluation Report from a Product Evehalbn Ent* AKE 2 ITIN BCGIAWA hill Pges Efldk,car no 20 Data Plarkill mm r�kd Engineer illcarmea YdkkwIll Validated Eabmtlted F Stuart Lewis IGO Evaluation Service, LLC Wham M. Ranied, PE 09119=17 09a)7/2017 0921@017 Approved (847) 9166473 (407) 681-1917 - atmvhQelptneby.com Quality As1ganmcx, ApprovadFar tr Approved for Lisp podm Pffiduatpmcedow cardinal Exdfadon Dab in Hill Outside ill assistant PumuLL MOW Connector Plate 12/J7aw Yes Yea WA N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Deng Pea l a t 1050018 Fu2ts74M 4Sda Ealtetor Date hate DdoPW 1pp 2 M Sam Viatlgn marrusurbser Contact Enoh uS LluBu Validated 81 YALIM Submitted IlApprovLLl Approved $iWLL Revision 2017 Minsk Industries, had. David Wart ICC Evaluation Service, LLC ICC Evaluation Service, 1WIM017 ia1ell lGal 17 Approved Category: $books l Components (314) 851-7460 LLC. SulaCetegOry: Tnma Plel tlwed®mN.com (2W)599-9500 Compliance ehthrod: Evaluation Report from a Product Evaluation Entity F(J21974M Produta gudtvAsstnma Angfgvad for Use Approved for Use IM= 21wm Aga PmduaMode.NumbercrName Product contract ExnbvMm Dide in S pressure 2 11111116 16 ga. trust connector Plate 011012023 Yee Yee WA WA Bunch Climate Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pape 1 a 1 1fficia 8 990 ! 21M got Date pending Zak mm yeaka hisdukahm Cartel Hmhror a Lkass Veldaesd By VdMobd looliffilad Ill Approval Approved aMALL Review 2017 TIN Building Carpona le Group Inc. Swart Lewis IOC Ev"Itan Service, LLC Wham M. Real PE 0911941017 o"7/2017 M21/2017 Approved Category: sacksand Compaente (647)918.6473 (407)881-1917 Stsb a%gQW. Trove PWce ebwtoatpmeew.dam Compliance Model EVMNWn Report from a Product Evaluation Entry Qmft Assurance Acclaimed for Use Adsoraynal for Use lasso Dedw ant te.tAali !&1Mdamviit assistant DRaeM■ 3 iTW SMAWA TlWo1: Mehl Connector PYte 121312D22 Yes Yss WA WA Florida Department of Busmvys& & Professional Regulation Building Codes and Standards Product Approval Application Detail Paptal 1M/2018 FLa21974M sm ■is 21k odepmwbw ■M Ism Version ➢temdadl6u S EppteaaCALktaet Meadow my Veaumd ltuhigIft FOO Assuaged Apprge:ed sum Revision 2017 Mrrek Industrial ono. David Wart ICC Evaluation Swim, LLC ICC Evaluation Service. 10/1912017 lotli 0t7 10/22=17 Approved Oaalgory: Structural components (314) 851-7480 LLC. Subcategory: Trues Pores dwert®m9.com (205) 5044OW ComPlle m l Method: Evaluation Report from Product Evaluation Err* FJ.e11974t6 PmOuces Qtmft Assesses Aparoyad l Use Annual for Use gal gsla1 No If Product Distaticillon conhyd ElmlmtemOM In Gilletted Fromm 3 Mr18FIS 18 ga. high 91noeth truss connector plate 0110112023 Yes Yes WA WA smash Criteria Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Datell Pap 1 of 1 116=8 Florida Department Of Business &Professional Regulation Building Codas and Standards Product Approval Application Detail Pap 1 a 1 1P=18 Florida Department Of Business & Professional Regulation Building Codes and Standards Product Approval Application Detall Pap 1 a1 1/54018 Florida Department Of Business &Professional Regulation Building Codes and Standards Product Approval Application Detail Pap 1 a 1 lrand+e FLMU4a rat & am !ate Date P&Idkw 26M gEyg4t$ 9.00 2im 20 08%Panel Data FLOW274t6 Code, 21k 2m I Data RA!M 4U ROM €ordbr or Ra Date Dab Pence m Dl IYm varal l cmded E,,k-&License Validated By Val jimboal Effi2desevat Approed Awl Ism year l !ice ErAdta LkYe9datad ay Validated aubmmad PBgBnprmW Aoarmted AMM BM Vtlrtign l Enedeser a LicenseyeWlatsd Br Y tulbagial MCAMWM Aulaproned Bill Ilan VdloillBt Validated E1lhmldad JOO Atmsnd sh" Revision 2017 Mrrak industries, tic. David Wan ICC Evaluation Service, LLC ICC Evskstlun Service, 1011912017 10119=7 1110=17 Approved Review 2017 MRek Industries, Inc David Wert 1CC Ewkmgm Servko, LLC ICC Evaluation Service, 10/19=17 10/192017 1012212017 Approval Revision 2017 Wrladnaetnm Rob Sakill ICC Evaluation Servbq LLC Janss A Radical P.E 061122J2017 osrAl 017 07/03/2017 Approved Revision 2017 Weyerhaeuser Rob Bakf rhn IOC, Ewhution Boards, LLC James; A. Rothman, P.E. OB222017 05Mfiri 7 07103=17 Approved Category: Brucwry Components (314) 851-7400 I.I.C. 0-mgay: Structural Components ($14) $51-7480 LLC. Category: Sauctum Components (263) 924-6476 (6011 839.1344 coal Si Kuw Carponmde M 9248t76 (611M 839.1344 BudsCahpary: Tura Plains dwm■m Isom RM 599-geod Subcategory: Toss Pill dwerams.mm (205) 599-M 8W4'sbgory: Engineered Lumber Robart8eWwh4seyerha SrmGtegary: Engineered Lumber Compliance Method Evakwdm Report from a compliance Method: Evaluation Report from a Catpesnce ill~ Evaluation Regal from a eussr•cem CMOI@r" Msticd: Evaluation Report than a eueeccerrn Product Evaluation Enft Product Evaluation Entity Product Evaluation Emil/ Product Evaluation Entity BAIWIle Pmduaes Chant Approved for Use Aecroved for tin logo posits FL#21974R8 Preduees Approved for.lee Atmoved.for Use im■Sd B!!kB FLNOW4a8 Products Quality, Aumno Aoomvotl for Use AMmBdtglte8 1mu9t DNMM PLO55274t8 Produces AILLIlitLAttr■lifd Approved for Use A9aoved for lho ld210 Qllim mu ProductModm.NumbersNews pmdmoowd IB.HVKZ ouwft &ltekd P&AO tea Am Product Mode. Number a Name Product ConbadExWmftn In Hill outside WAU RoWdat Am Praises Modal Number a Noma Product Dowadaftn In Dow& I itJg,E Product, MollNumber aName Product Defoliation Co~EUlraWnDate in OrmM.NVRZ RaahWt Prom 4 MT20 20 gal. Was connector plate 01/Di2023 Yes year WA N/A 5 MT20HS 20ga. high strength trues connector parts OIJO12M Yee Yss WA WA 1 Miaollem LVL Laminated Veneer Lumber 03)31/2019 NO Yoe WA WA 2 ParalMm PSL Petrie SbaM Lumber 03131/2(r1g No Yes WA WA agomk. gmk Season CIVA& oumkgdmo lum6 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pap+at 1=16 FLN6 f4M 22ft edwor 20 220 DAN Pwidbo 220 in yyl ltemboom grated EWnw & License VaNdMsdBy Validated 811bmmal FBCAmaayal 6pp[aLLd 2)Wu RevNM 2017 Wsyedn UW Rob Baldwin ICC Ev&k Won Seal LLC James A. Rohman, P.E. 0I122/20111 f382a2017 07A)l Approved Category: sbuckwd Components (20) 924-6478 (ON) 039.1344 SubCalseel Engineered Lumber RoWm.SalmvY■twyadu Canpliarts Matlrod: Evaluation Report from a 81,01"'.0an Product EVOM NEn* Ammndfor Use A treated terms ani ProductModmL Product ConbimtEmMmOon Daft it, Out" Atli Resistant p+ 3 ThybaSbww LSL Laminated Strand Lrmnba 03/312019 No Y" WA WA $Mmh Creel FIf1n4.N8 5gle mm Moral manuteshlLL[ Revil 2017 Canmercral Concrete Pruducti lrc. Canopy sbuctoal COMPurnts SubCalteal ProduW Introduced as a Result of NewTactmokgy CoreplWnts Matls,d: Evaluation Report from s Flarlds RegWeredArchilea as Ulanded Faults, proesseonel Engineer Ill aroresL Ntan6erar Naas 1 Quafdy Process or CaryMndel Concrete Products Florida Department of Business & Professional Regulation Building Cabs and Standards Product Approval Application Defall Entity ooKAINM ROW Illb THUY� H HUYNH (813) (5"707 PE-WI22 pesrasyels,o.dom Product Protest and Prssbassed Concrete UnteN VaBdmod By John Hoy (352) 58"311 P.el l 152018 2ek late DataPAffiLL Zak Validated Eghmom FBCA=M1m Approved awe 1CM42017 10/132017 10I261 ? 12M22D17 Approved Quality, Assrunsece Approved for Use Approved for ummM Design te..m(fJL I J'1OOK" 01424024 No Yes WA WA 2110 11122 ywohm mmutacum Revlelon 2017 Wsyeeaeuaa Category: structural Components supGwpory: E nglruened Lumber CoepSmtts Madman Evaluation Repot from a Product Evaluation Ell* EgE PngdnrctYdW.NunMr Ciliates 4 TJ Run Board Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Paptat 1/5/1018 EaftLa 292 )ate nigapomna )tat_ contact E.DimmAllauu Validated Be ValidWd Submitted Fall Assistant! Annealed ilm6 Rob Sadwin ICC Evah*§M Service, LLC Janes A Rothman, P.E. 0622/2017 0620=7 07/0=117 Approved CM) 924.8476 (606) 8WI344 Robart.BakwkiMisays ils eusa.com Quality Asmmance Ancrovaill for Use Anoroked for Use herded D"l Product CorANdExpkmdmDab In hN 7i outside Pam. Structural Composite Lumberer Oriented Blrand 03MI12019 No Yes WA WA bow fan Board Florida Department of Business & Professional Regulation Page 1 a2 Building Codes and Standards 312812018 Product Approval Application Detail Cc& antttv w Data 2l Date Fortino 0e BM Version Manufacturer Cargill Enpinoer&License validated By VailAatetl Submitted FSC Approval Approved 21110 Revision 2017 Gulf Coast Supply & Manufacturing, LLC. Eng David Daniel S. Kuhn Locke Bowden P.E. 10/12/2017 10/102017 10/172017 12/122017 Approved Category: Roofing (352)496-0778 PE-75519 (334)300-1800 Subcategory: Metal Rowing Info@gulfcoastsupply.com Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer (Ls11NAssuramet Awl far Us. Approved far Use Impact Design add# Product Made]. Number or Name Product Descr]o6on Cordrad Excitation Date In HVHZ Outsltle HVHZ eR slsTaM Pressure 1 0.032&qua; Aluminum 5V Crimp Min 0.0328quo; 5 V Crimp Aluminum Roof Penal 04/122024 No Yes NIA +WA/ over 15132&qua; Plywood -108.5PSF 2 0.032&qua; Aluminum Gulf Los Min 0.0321i,qua; Aluminum Gulf Lok 16&quof; Ode 04/122024 No Yes NIA +N/Al Roof Panel over 1M2&quo; Plywood -116.OPSF 3 1&qua; 24ga. Gulf Snap 1&quot; Gulf Snap 24 Ga. 17&quo; wide Roof Panel 0411=024 Yes Yes N/A +N/A/--131.0PS over 15/32&quo; Plywood 4 1&quo; 24ge. V-Loa 1&quo1; Versal 24ge 16.58quok Wee Roof Panel 04/122024 Yes Yes N/A +WA/ over IW32&quoY Plywood -138.5PsP 5 1&ql Verselac .032&quo; Aluminum 18quoY Verse-oc min .032&quot; Aluminum war 004212024 Yes Yes N/A +N/A/ 15/32&quo; Plywood -101.0PSF 6 1.5&quo; 249a. Gulf Snap 1.5&qua; Gulf Snap 24ga. 16&qua; Wide Roof 04/12/2024 Yes Yee N/A +N/A/ Panel over 15f32&quo; Plywood -116.OPSF 7 1.5&qua; 24ga. Vereal-oc 1.5&qua; Versal-oc min 24ga. 16&quo; wide Roof 04/122024 Yes Yes N/A +N/A/ Panel war 15/32&quo; Plywood -123.5PSF 8 2&qua; 24ga. Meg.l Min 24 Ga. 2&quo; MegaLoc 18&quo; wide Roof 04M22024 No Yes N/A +N/A/ Panel war 15/32&quo; Plywood -108.5PSF 9 24 Ga. Gulf Lok Mn 24 Ga. Gus Lok 16&quo; Wide over 15/32&quota 04/120024 No Yes N/A +N/AJ-96.7PSF Plywood 10 24 Ga. Gulf So- Min 24 Ga. Gulf Seam 16&Wo; Mil. Roof Panel 04/122024 No Yes N/A +N//Y-93.5PSF wer 1x4 Wood Purlins war 15/32&quo; Plywood 11 24 Ga. Gulf Seam Min 24 Ga. Gulf Sal 13/4&qua: Snap Lock, 04/122024 No Yes N/A +N/AJ 18&quo; Wide Roof Panel wer 15/32&quo; Plywood -108.5PSF 12 26 Ga. 5V Comp Mn 26 Ga. 5V Crimp Roof Panel over 15/321l 04/122024 Yes Yes N/A +N/AJ Plywood 13 26 Ga. SV Crimp Mn 26 Ga. 5V Crimp over 15/32&quol; Plywood 04N22O24 No Yes NIA +15E5PSF N/A/-131.PSF 14 26 Ga. 5V Comp Min 26 Ga. 5V Crimp Rod Pane wer 1x4 Wood 041122024 No Yes NIA +N/AI Purlins wer 15/32&quot, Plywood -156.5PSF 15 26 Ga. Gulf Lok Mn 26 Ga. Gulf Lok 16&qua; Wide Roof Panel war 041122024 Yes Yes N/A +N/A/ 15/328qua; Plywood -i61.OP3F 16 26 Ga. Gulf Lok Mn 26 Ga. Gulf Lok 16&quo; Wide Roof Panel war 04/122024 No Yes NIA +N/AA63.SPSF 15/32&qua; Plywood 17 26 Ga GulfPSR Mn 26 Ga. Gulf PER Roof Panel wer 15/32&quo; 04/122024 No Yes NIA +NIA/ Plywood -154.7PSF Florida Department of Business & Professional Regulation Pap 1 a 1 Building Codes and Standards iffil Product Approval Application Detail FU99274M 2111111, Entity or !ak 211a Dab Pencil Zak MEN 22atw EramurIsLk u Val Yagd1m agbmmLd FECADW Vg Appoared AMR RevWon 2017 WPyerhaeussr Rob BakMfrn ICC EvNwtlon Service, LLC Jmrss A. Ramneri, P.E. 08/122017 05214017 671032017 Approved cete9aly: Structural Components; (253) VA-64M (WO) 839-1344 SuW:aNpry: Engineered Local Robert.Bafdwm@weyerha Cooplaints Metlwd; Evaluation Report from a euaaaom Product EvaNatbn Err* FI./Oe274M Proauda Out%r Assurance Angrol for Use A9nravedfer Uia Real ledm ProdaAYode. lamtbaor items In HVHZ p 8 wmemaaaa Rim Boyd Oriented Shand Board Ron Bow 0313N2019 No Yes NM N/A EuMB Creeds Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page2d2 326/z016 Quality Assurance Approved for Use Approved for Use Impact Dealan Sea# Product all Number or Name Product Descrlmlon Contract Expiration Oat, In iIVFi2 Outside HVHZ galt.19 Prasum.s 18 26 Ga. GulfPSR Min 26 Ga. Gul Roof Panel over lx4 Wood 04/12/2024 Yes Yes N/A +N/A/ Purlins war 15/32&quot; Plywood -151.7PSF 19 26 Ga, Gull Min 26 Ga. GuKPBR war 15132&qua; Plywood 04/122024 Yes Yes N/A +N/Al 154.7PSF 20 26 Ga. Gur PBR Min 26 Ga. GuIfPSR wer ix4 Wood Pull over 04/122024 No Yes N/A + N/A/ 15/32&qua; Plywood -151.7PSF 21 26 Ga. GuffRib Min 26 Ga. Gull over ix4 Wood Purlins war 04/122024 No Yes N/A +NM/ 15/32&qua; Plywood -164.2PSF 22 26 Ga. GuffRib Ain 26 Ga. GulfRib over 15M&quct; Plywood 04M22024 No Yes N/A +N/A/ 23 26 Ga. GulfRib Ib ov Min 26 Ga. GulfRer IM2&quo; Plywood 04/122024 Yes Yes N/A +159.2PSF N/Al -159.2PSF 24 26 Ga. GuffRib Min 26 Ga. GulfRib over ix4 Wood Purlins wer 04/122024 Yes Yes NIA WAl 15/32&qua; Plywood -164.2PSF 25 29 Ga. Gutll Mn 29 Ga. Gu1fRib over ix4 Wood Purlins wer 04/12f2024 No Yes N/A +N/AI 15132&qua; Plywood -123.5PSF 26 29 Ga. GullRn Min 29 Ga. GulfRib over 15/32&quo; Plywood 04/122024 No Yes N/A +NhV -146.OPSF 27 29 Ga. Gull Mon 29 Ga. Gull over 10 Woad Pull war 04/122024 No Yes N/A N/Al 7/16&pro; O.S.B. -101.0PSF 28 29 Ga. GuhRib Min 29 Ga. Gull over 7/16&quo; O.S.B. 04/122024 No Yes N/A +N/A/ -116.OPSF Search Criteria Code Versl on: 2017 FL#: 11651 Application Type: ALL Product Manufacturer: ALL Category: ALL Subcategory: ALL Application Status: ALL Compliance Method: ALL Quality Assurance Entity Contract Expired: ALL Product Model, Number or Name: ALL Product Description: ALL Approved for use in HVHZ: ALL Approved for use outslde HVHZ: ALL Impact Resistant: ALL Design Pressure: ALL Date From: ALL Date To: ALL Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pall i/F/4078 GOOD Entity at Rib 291 Do" Pickens D" mm Vmfpp YMMOOM rtmYd EapteMr$ Validated ar l(NBm9d Iwo" FBC Amaos I AgDrid amlle RevisrM 2017 CAST-CRETE US/L Inc. Craig pares, MtennFDade BCCO-DER MYmFDade BCCO-VAL 11M412017 10118=7 11212ot7 Approuad Caegory: Snacking Components (613) 6214541 (7" 315-2590 SubCategil : Products Introduced as a Result of cParkto�astaab.can New Tednmlog r Compliance Model Cemaealbn Mark or Elating FLiiaa4l'IB Predrrb Queft Assurance Angrol for Use Anatol for I)" lesion ■ga Product Model. MandwaNas IaIAr1u oumw.FFtfli ! Pry m 1 Hqh Strength Concrete useds 4, S.8, and 12Inch wide lintels mlir 018 Ye► Yes WA WA Search crnww C U W � O to M 0 O O -2O W C O U- M > .T 111 n0 dray( 0 ^ i � O YL .� ^�'.jr Vl z z W J C 0 U W O CL CL O L W� c v/ W we C z Z Q J a SHEET NO. PA 1.3. �, Z19� �� ��Z���y� 6;�1��^'�� � 3�'A � �